Bridge Statistics for Madison Heights, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 797,  Location: 1.0 MI N OF STEVENSVILLE (Lat: 42.033572,  Lng: -86.510786),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1978,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 3,500 (year 1995),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,025 (year 2015),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.472,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 806,  Location: 1.5 MI E OF HARBERT (Lat: 41.871097,  Lng: -86.601869),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 560 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 566 (year 2012),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: HARBERT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.636,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7968,  Location: IN MADISON HTS (Lat: 42.476558,  Lng: -83.108533),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1971,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 6,800 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,800 (year 2015),  Design Load: HS 20,  Features Intersected: N SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 63.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7969,  Location: IN MADISON HTS (Lat: 42.476803,  Lng: -83.108481),  Route carried "on" structure: Interstate 696,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 209,200 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 222,094 (year 2018),  Design Load: HS 20,  Features Intersected: N SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.662,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 190,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 36.5m (119.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 48.1m (157.8ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 797,  Location: IN MADISON HTS (Lat: 42.477378,  Lng: -83.108572),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 6,800 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,820 (year 2002),  Design Load: HS 20,  Features Intersected: N SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.0m (75.5ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7971,  Location: IN MADISON HTS (Lat: 42.477014,  Lng: -83.104722),  Route carried "on" structure: City street 2059,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 16,575 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,330 (year 2015),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: JOHN R RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.338,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 99.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7972,  Location: IN MADISON HTS (Lat: 42.477022,  Lng: -83.103403),  Route carried "on" structure: ServiceCity street ,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 4,800 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,400 (year 1977),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: U-TURN @ BATTELLE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.035,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7973,  Location: IN MADISON HTS (Lat: 42.477289,  Lng: -83.094664),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 2,500 (year 1988),  Average Future Daily Traffic: 1,050 (year 1977),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: COUZENS ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.914,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7974,  Location: IN MADISON HTS (Lat: 42.477694,  Lng: -83.090636),  Route carried "on" structure: ServiceInterstate 696,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 9,000 (year 1990),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,500 (year 1991),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: 10 MI RD CONNECTOR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.3m (138.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7975,  Location: IN MADISON HEIGHTS (Lat: 42.482131,  Lng: -83.085983),  Route carried "on" structure: County highway 2059,  Year Built: 1972,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,650 (year 2022),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: DEQUINDRE LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.058,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 181,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7976,  Location: IN WARREN & MADISON HTS (Lat: 42.483736,  Lng: -83.084828),  Route carried "on" structure: County highway 2058,  Year Built: 1972,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 18,500 (year 1974),  Average Future Daily Traffic: 18,500 (year 1977),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: DEQUINDRE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.080,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8041,  Location: IN MADISON HTS (Lat: 42.506908,  Lng: -83.114778),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 78,894 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 81,730 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: RED RUN DRAIN PATH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.297,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8042,  Location: IN MADISON HTS (Lat: 42.506753,  Lng: -83.115072),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 78,894 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 81,730 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: RED RUN DRAIN PATH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.279,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8058,  Location: IN MADISON HTS (Lat: 42.504517,  Lng: -83.114661),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 85,365 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 81,730 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 12 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.031,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8059,  Location: IN MADISON HTS (Lat: 42.504503,  Lng: -83.115000),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 76,400 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 87,860 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: 12 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.030,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 806,  Location: IN MADISON HTS (Lat: 42.519797,  Lng: -83.115294),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 76,400 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 87,860 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: 13 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.729,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8061,  Location: IN MADISON HTS (Lat: 42.519792,  Lng: -83.115611),  Route carried "on" structure: Interstate 75,  Year Built: 2021,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 76,400 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 87,860 (year 2033),  Design Load: Greater than HL93,  Features Intersected: 13 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.728,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8062,  Location: N LTS OF MADISON HTS (Lat: 42.533936,  Lng: -83.115925),  Route carried "on" structure: Interstate 75,  Year Built: 2019,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 76,400 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 87,860 (year 2033),  Design Load: Greater than HL93,  Features Intersected: 14 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.300,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.5m (152.6ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.76m (15.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $323,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $305,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8063,  Location: N LTS OF MADISON HTS (Lat: 42.533928,  Lng: -83.116253),  Route carried "on" structure: Interstate 75,  Year Built: 2020,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 79,250 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 96,100 (year 2038),  Design Load: Greater than HL93,  Features Intersected: 14 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.299,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.5m (152.6ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.76m (15.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $323,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $305,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12847,  Location: 0.1 MI N OF CHICAGO RD (Lat: 42.524325,  Lng: -83.086411),  Route carried "on" structure: County highway 2058,  Year Built: 1970,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 26,740 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,623 (year 2030),  Design Load: HS 20,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: DEQUINDRE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.654,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 2),  Owner: County Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 7968,  Location: IN MADISON HTS (Lat: 42.476558,  Lng: -83.108533),  Route carried "under" structure: ServiceCity street 63,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 0000),  Features Intersected: N SERVICE RD,  Facility Carried by Structure: I-696 RAMPS AF&EF
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 3.848,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 7969,  Location: IN MADISON HTS (Lat: 42.476803,  Lng: -83.108481),  Route carried "under" structure: ServiceInterstate 696,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 1977),  Features Intersected: N SERVICE RD
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 3.875,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 797,  Location: IN MADISON HTS (Lat: 42.477378,  Lng: -83.108572),  Route carried "under" structure: ServiceCity street 2000,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 0000),  Features Intersected: N SERVICE RD,  Facility Carried by Structure: I-696 RAMPS GH&GD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.941,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 7971,  Location: IN MADISON HTS (Lat: 42.477014,  Lng: -83.104722),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 209,200 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: JOHN R RD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 7.973,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 7972,  Location: IN MADISON HTS (Lat: 42.477022,  Lng: -83.103403),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 209,200 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: U-TURN @ BATTELLE
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 8.081,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 7973,  Location: IN MADISON HTS (Lat: 42.477289,  Lng: -83.094664),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 209,200 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: COUZENS ST
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 8.800,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 7974,  Location: IN MADISON HTS (Lat: 42.477694,  Lng: -83.090636),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 189,132 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: 10 MI RD CONNECTOR
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 9.143,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 7975,  Location: IN MADISON HEIGHTS (Lat: 42.482131,  Lng: -83.085983),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 189,132 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: DEQUINDRE LFT TRN
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.780,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 7976,  Location: IN WARREN & MADISON HTS (Lat: 42.483736,  Lng: -83.084828),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 189,132 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: DEQUINDRE AVE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 9.981,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 8049,  Location: IN MADISON HTS (Lat: 42.501919,  Lng: -83.115608),  Route carried "under" structure: Interstate 75,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 170,730 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-75,  Facility Carried by Structure: 12 MI RD WALKOVER
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 6.732,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.9m (114.5ft)

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Structure Number: 8058,  Location: IN MADISON HTS (Lat: 42.504517,  Lng: -83.114661),  Route carried "under" structure: County highway 2059,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 22,420 (year 1995),  Features Intersected: 12 MILE RD,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 33.041,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 8059,  Location: IN MADISON HTS (Lat: 42.504503,  Lng: -83.115000),  Route carried "under" structure: County highway 2059,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 22,420 (year 1974),  Features Intersected: 12 MILE RD,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 33.014,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 806,  Location: IN MADISON HTS (Lat: 42.519797,  Lng: -83.115294),  Route carried "under" structure: City street 2059,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,370 (year 1974),  Features Intersected: 13 MILE RD,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.392,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: 8061,  Location: IN MADISON HTS (Lat: 42.519792,  Lng: -83.115611),  Route carried "under" structure: City street 2059,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 14,370 (year 1974),  Features Intersected: 13 MILE RD,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 2.417,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 8062,  Location: N LTS OF MADISON HTS (Lat: 42.533936,  Lng: -83.115925),  Route carried "under" structure: County highway 2059,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 32,820 (year 2013),  Features Intersected: 14 MILE RD,  Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.388,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.5m (152.6ft)

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Structure Number: 8063,  Location: N LTS OF MADISON HTS (Lat: 42.533928,  Lng: -83.116253),  Route carried "under" structure: County highway 2059,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 40,000 (year 2016),  Truck Traffic: 7%,  Features Intersected: 14 MILE RD,  Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.416,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.5m (152.6ft)