Bridge Statistics for Royal Oak, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 798,  Location: 0.7 MI NE OF NEW BUFFALO (Lat: 41.799117,  Lng: -86.706122),  Route carried "on" structure: Interstate 94,  Year Built: 1998,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 19,340 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 25,386 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: US-12
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.739,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: October 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: 7936,  Location: IN ROYAL OAK (Lat: 42.475233,  Lng: -83.147147),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1986,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 20,000 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,000 (year 2000),  Design Load: HS 25 or greater,  Features Intersected: I-696,  Facility Carried by Structure: WOODWARD U TURN W
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.230,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.0 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: 7937,  Location: AT I-696 & WOODWARD (Lat: 42.475561,  Lng: -83.145703),  Route carried "on" structure: ServiceInterstate 696,  Year Built: 1986,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 93,000 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 102,280 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: M-1 (WOODWARD AVE)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.721,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.0m (16.4ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 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: Better than present minimum criteria,  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: 7938,  Location: AT I-696 & WOODWARD (Lat: 42.475111,  Lng: -83.145661),  Route carried "on" structure: ServiceState highway 1,  Year Built: 1986,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,500 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 (year 2000),  Design Load: HS 25 or greater,  Features Intersected: I-696,  Facility Carried by Structure: SB WOODWARD SERV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.798,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.2m (92.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 34.7 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: High priority of replacement,  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: 794,  Location: AT I-696 & WOODWARD (Lat: 42.475131,  Lng: -83.144994),  Route carried "on" structure: ServiceState highway 1,  Year Built: 1986,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 1,500 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 (year 2010),  Design Load: HS 25 or greater,  Features Intersected: I-696,  Facility Carried by Structure: NB WOODWARD SERV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.735,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: High priority of replacement,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7941,  Location: IN ROYAL OAK (Lat: 42.475144,  Lng: -83.143708),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 13,100 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,100 (year 2000),  Design Load: HS 25 or greater,  Features Intersected: I-696,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.164,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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: 7942,  Location: IN ROYAL OAK (Lat: 42.475778,  Lng: -83.133078),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 4,500 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,175 (year 2013),  Design Load: HS 25 or greater,  Features Intersected: I-696,  Facility Carried by Structure: MOHAWK AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.761,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 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: Somewhat better than minimum adequacy,  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: 7943,  Location: IN ROYAL OAK (Lat: 42.475722,  Lng: -83.132903),  Route carried "on" structure: ServiceCity street ,  Year Built: 1984,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 1,559 (year 1992),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,793 (year 2012),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: MOHAWK AVENUE(UTN)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.061,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 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: 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 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: 7944,  Location: IN ROYAL OAK (Lat: 42.475975,  Lng: -83.123767),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 15,500 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,825 (year 2008),  Design Load: HS 25 or greater,  Features Intersected: I-696,  Facility Carried by Structure: CAMPBELL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.029,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.8m (91.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 38.3m (125.7ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.6 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7955,  Location: AT I-696 & WOODWARD (Lat: 42.476603,  Lng: -83.146667),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,650 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: M-1 WOODWARD,  Facility Carried by Structure: WASHINGTON
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.053,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.7m (48.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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: 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: 7956,  Location: AT WOODWARD & I-696 (Lat: 42.475275,  Lng: -83.145411),  Route carried "on" structure: Interstate 696,  Year Built: 1986,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 98,750 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 104,912 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-1 WOODWARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.606,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 190,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  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: 7957,  Location: AT I-696 & WOODWARD (Lat: 42.475122,  Lng: -83.145275),  Route carried "on" structure: Interstate 696,  Year Built: 1986,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 98,750 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 104,912 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-1 WOODWARD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.611,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 190,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  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: 7963,  Location: IN CITY OF ROYAL OAK (Lat: 42.476222,  Lng: -83.115008),  Route carried "on" structure: Interstate 696,  Year Built: 1982,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 192,100 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 213,266 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: N-S SERVICE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.123,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 190,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 47.1m (154.5ft),  Out-to-Out Width: 49.8m (163.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 7964,  Location: AT I-696 & I-75 (Lat: 42.476706,  Lng: -83.114961),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1982,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 30,200 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,200 (year 1977),  Design Load: HS 25 or greater,  Features Intersected: N-S SERVICE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.518,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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: 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: Epoxy Overlay,  Deck Protection: Other

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Structure Number: 7966,  Location: IN ROYAL OAK (Lat: 42.476528,  Lng: -83.111386),  Route carried "on" structure: Interstate 696,  Year Built: 1971,  Status: Open,  Structure Length: 20.42m (66.99ft),  Average Daily Traffic: 209,200 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 222,094 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-75 & 4 RAMPS
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 7.408,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 44.0m (144.4ft),  Out-to-Out Width: 46.5m (152.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.43m (67.03ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 15 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: June 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $1,246,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $954,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7977,  Location: @ I-75 (Lat: 42.476417,  Lng: -83.111525),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 17,000 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,000 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-696&RAMPS FROM I-75NB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.217,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7978,  Location: @ I-75 (Lat: 42.476692,  Lng: -83.111717),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 17,000 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,000 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-696&RAMPS FROM I-75 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.227,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7979,  Location: @I-75 (Lat: 42.477169,  Lng: -83.111472),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 5,100 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,100 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-75 & RAMPS TO I-75 NB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.235,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.3 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: 36.6 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: 798,  Location: I-75 / I-696 INTRCHG (Lat: 42.476083,  Lng: -83.111944),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 17,000 (year 1982),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,000 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-75 & RAMPS TO I-75 SB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.288,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: High priority of corrective action,  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: 8056,  Location: IN ROYAL OAK (Lat: 42.498403,  Lng: -83.117225),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 8,070 (year 1996),  Average Future Daily Traffic: 8,070 (year 2016),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: GARDENIA RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.289,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8098,  Location: @ CITY OF ROYAL OAK (Lat: 42.483286,  Lng: -83.113539),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 8,530 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,530 (year 1977),  Design Load: H 20,  Features Intersected: I-75,  Facility Carried by Structure: 10.5 MI ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.549,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $358,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $189,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8099,  Location: IN ROYAL OAK (Lat: 42.490583,  Lng: -83.116114),  Route carried "on" structure: County highway 2059,  Year Built: 2021,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 3,600 (year 1974),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,600 (year 1977),  Design Load: Greater than HL93,  Features Intersected: I-75,  Facility Carried by Structure: 11 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.443,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 74.8 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: 49.2 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.01m (19.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $426,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $129,000,  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: 7936,  Location: IN ROYAL OAK (Lat: 42.475233,  Lng: -83.147147),  Route carried "under" structure: Interstate 696,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 190,100 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: WOODWARD U TURN W
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 4.474,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.6m (77.4ft)

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Structure Number: 7937,  Location: AT I-696 & WOODWARD (Lat: 42.475561,  Lng: -83.145703),  Route carried "under" structure: State highway 1,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 62,788 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-1 (WOODWARD AVE),  Facility Carried by Structure: I-696 WB SER
Minimum Vertical Clearance: 11.07m (36.32ft),  Kilometerpoint: 17.330,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 7938,  Location: AT I-696 & WOODWARD (Lat: 42.475111,  Lng: -83.145661),  Route carried "under" structure: Interstate 696,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 190,100 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: SB WOODWARD SERV
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 4.596,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.2m (92.5ft)

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Structure Number: 794,  Location: AT I-696 & WOODWARD (Lat: 42.475131,  Lng: -83.144994),  Route carried "under" structure: Interstate 696,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 197,500 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: NB WOODWARD SERV
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 4.651,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 7941,  Location: IN ROYAL OAK (Lat: 42.475144,  Lng: -83.143708),  Route carried "under" structure: Interstate 696,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 197,500 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 4.757,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: 7942,  Location: IN ROYAL OAK (Lat: 42.475778,  Lng: -83.133078),  Route carried "under" structure: Interstate 696,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 182,000 (year 1995),  Truck Traffic: 5%,  Features Intersected: I-696,  Facility Carried by Structure: MOHAWK AVENUE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.288,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 7943,  Location: IN ROYAL OAK (Lat: 42.475722,  Lng: -83.132903),  Route carried "under" structure: Interstate 696,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 192,100 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: MOHAWK AVENUE(UTN)
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 5.649,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 7944,  Location: IN ROYAL OAK (Lat: 42.475975,  Lng: -83.123767),  Route carried "under" structure: Interstate 696,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 192,100 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: CAMPBELL AVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 6.402,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 7955,  Location: AT I-696 & WOODWARD (Lat: 42.476603,  Lng: -83.146667),  Route carried "under" structure: State highway 1,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 62,788 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-1 WOODWARD,  Facility Carried by Structure: WASHINGTON
Minimum Vertical Clearance: 9.17m (30.09ft),  Kilometerpoint: 17.196,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.7m (48.2ft)

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Structure Number: 7956,  Location: AT WOODWARD & I-696 (Lat: 42.475275,  Lng: -83.145411),  Route carried "under" structure: State highway 1,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 62,788 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-1 WOODWARD,  Facility Carried by Structure: I-696 WB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 17.369,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.0m (62.3ft)

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Structure Number: 7957,  Location: AT I-696 & WOODWARD (Lat: 42.475122,  Lng: -83.145275),  Route carried "under" structure: State highway 1,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 62,788 (year 2007),  Truck Traffic: 3%,  Features Intersected: M-1 WOODWARD,  Facility Carried by Structure: I-696 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 17.390,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 7958,  Location: 0.5 MI E OF WOODWARD (Lat: 42.475511,  Lng: -83.135667),  Route carried "under" structure: Interstate 696,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 197,500 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-696,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 5.361,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 7963,  Location: IN CITY OF ROYAL OAK (Lat: 42.476222,  Lng: -83.115008),  Route carried "under" structure: County highway 2059,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 7,900 (year 1999),  Features Intersected: N-S SERVICE ROAD,  Facility Carried by Structure: I-696
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 3.925,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 7964,  Location: AT I-696 & I-75 (Lat: 42.476706,  Lng: -83.114961),  Route carried "under" structure: County highway 63,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 7,900 (year 1982),  Features Intersected: N-S SERVICE ROAD,  Facility Carried by Structure: I-696 TO I-75 RAMP
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.974,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 7966,  Location: IN ROYAL OAK (Lat: 42.476528,  Lng: -83.111386),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 176,060 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-75 & 4 RAMPS,  Facility Carried by Structure: I-696
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 3.829,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 7977,  Location: @ I-75 (Lat: 42.476417,  Lng: -83.111525),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 169,010 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-696&RAMPS FROM I-75NB,  Facility Carried by Structure: I-696 TURN RDWY EB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 3.817,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.3m (122.4ft)

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Structure Number: 7978,  Location: @ I-75 (Lat: 42.476692,  Lng: -83.111717),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 185,042 (year 2003),  Truck Traffic: 5%,  Features Intersected: I-696&RAMPS FROM I-75 SB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.861,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 7979,  Location: @I-75 (Lat: 42.477169,  Lng: -83.111472),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 176,060 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-75 & RAMPS TO I-75 NB,  Facility Carried by Structure: I-696 RAMP EB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.840,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 798,  Location: I-75 / I-696 INTRCHG (Lat: 42.476083,  Lng: -83.111944),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 176,060 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-75 & RAMPS TO I-75 SB,  Facility Carried by Structure: I-696 RAMP WB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.863,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 8056,  Location: IN ROYAL OAK (Lat: 42.498403,  Lng: -83.117225),  Route carried "under" structure: Interstate 75,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 170,730 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-75,  Facility Carried by Structure: GARDENIA RD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 6.314,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.0m (62.3ft)

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Structure Number: 8098,  Location: @ CITY OF ROYAL OAK (Lat: 42.483286,  Lng: -83.113539),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 176,060 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-75,  Facility Carried by Structure: 10.5 MI ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 4.600,  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: 8099,  Location: IN ROYAL OAK (Lat: 42.490583,  Lng: -83.116114),  Route carried "under" structure: Interstate 75,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 176,060 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-75,  Facility Carried by Structure: 11 MI RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 5.437,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 8281,  Location: IN ROYAL OAK (Lat: 42.493683,  Lng: -83.151006),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 2,980 (year 1976),  Features Intersected: FARNUM AVE,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 1.176,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 8282,  Location: IN ROYAL OAK (Lat: 42.497408,  Lng: -83.154089),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 9,240 (year 1976),  Features Intersected: CATALPA,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 5.306,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 8283,  Location: IN ROYAL OAK (Lat: 42.503933,  Lng: -83.159489),  Route carried "under" structure: City street 2059,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 2,280 (year 1976),  Features Intersected: TWELVE MILE ROAD,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 29.343,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 8284,  Location: IN ROYAL OAK (Lat: 42.511008,  Lng: -83.165322),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 1,170 (year 1976),  Features Intersected: WEBSTER RD,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 1.115,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 8285,  Location: IN ROYAL OAK (Lat: 42.518139,  Lng: -83.171292),  Route carried "under" structure: City street 2059,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 13,090 (year 1976),  Features Intersected: THIRTEEN MILE ROAD,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 6.996,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 10.6m (34.8ft)

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Structure Number: 8286,  Location: IN ROYAL OAK (Lat: 42.525247,  Lng: -83.177064),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 4,990 (year 1976),  Features Intersected: NORMANDY RD,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 2.218,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 8287,  Location: IN ROYAL OAK (Lat: 42.532508,  Lng: -83.183047),  Route carried "under" structure: City street 2059,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 23,700 (year 1976),  Features Intersected: FOURTEEN MILE ROAD,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 7.905,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 10.6m (34.8ft)

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Structure Number: 8288,  Location: IN ROYAL OAK (Lat: 42.522539,  Lng: -83.174797),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 2,510 (year 1976),  Features Intersected: BENJAMIN,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 1.838,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 8289,  Location: IN ROYAL OAK (Lat: 42.508639,  Lng: -83.163397),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 1,360 (year 1976),  Features Intersected: NORTHWOOD BLVD,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 0.924,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.1m (29.9ft)