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Bridge Statistics for Troy, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Troy, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 55 Total length: 244 meters (801ft) Total average daily traffic: 1,872,739 Total average daily truck traffic: 125,518 National Bridge Inventory (NBI) Registered Bridges for Troy
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 63163174000S081, Location: IN TROY (Lat: 42.559164, Lng: -83.147514), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 56,951 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 57,805 (year 2018), Design Load: HS 20+Mod, Features Intersected: LIVERNOIS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.355, Lanes on structure: 3, Lanes under structure: 4, 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 15 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S082, Location: IN TROY (Lat: 42.558942, Lng: -83.147506), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 56,951 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 57,805 (year 2018), Design Load: HS 20+Mod, Features Intersected: LIVERNOIS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.313, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S091, Location: IN TROY (Lat: 42.562097, Lng: -83.158025), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 56,911 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 59,472 (year 2018), Design Load: HS 20+Mod, Features Intersected: BIG BEAVER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.365, Lanes on structure: 3, 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: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S092, Location: IN TROY (Lat: 42.562081, Lng: -83.158350), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 56,911 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 59,472 (year 2018), Design Load: HS 20+Mod, Features Intersected: BIG BEAVER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.361, 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), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S095, Location: IN TROY (Lat: 42.562097, Lng: -83.157806), Route carried "on" structure: Ramp Interstate 75, Year Built: 1983, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 12,000 (year 1993), Truck Traffic: 11%, Design Load: HS 25, Features Intersected: BIG BEAVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.874, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163174000S096, Location: IN TROY (Lat: 42.562078, Lng: -83.158503), Route carried "on" structure: Ramp Interstate 75, Year Built: 1983, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 6,200 (year 1993), Truck Traffic: 11%, Design Load: HS 25, Features Intersected: BIG BEAVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.835, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163174000S1, Location: IN TROY (Lat: 42.576983, Lng: -83.158961), Route carried "on" structure: City street 2059, Year Built: 1964, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 1,990 (year ), Truck Traffic: 3%, Average Future Daily Traffic: 1,990 , Design Load: H 20, Features Intersected: I-75, Facility Carried by Structure: WATTLES RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.395, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 15 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S111, Location: IN TROY (Lat: 42.591253, Lng: -83.159269), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 56,911 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 59,472 (year 2018), Design Load: HS 20+Mod, Features Intersected: EAST LONG LAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.600, Lanes on structure: 3, Lanes under structure: 4, 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S112, Location: IN TROY (Lat: 42.591244, Lng: -83.159581), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 56,911 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 59,472 (year 2018), Design Load: HS 20+Mod, Features Intersected: EAST LONG LAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.595, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S12, Location: IN TROY (Lat: 42.599533, Lng: -83.162544), Route carried "on" structure: Business Interstate 75, Year Built: 1964, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 3,900 (year 1977), Truck Traffic: 3%, Average Future Daily Traffic: 3,900 , Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: RAMP CONNTO CHRYSL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 85.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63163174000S13, Location: IN TROY (Lat: 42.604522, Lng: -83.168997), Route carried "on" structure: County highway 2059, Year Built: 1990, Status: Open, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 21,500 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 21,500 (year 2010), Design Load: H 20, Features Intersected: I-75, Facility Carried by Structure: N.B. CROOKS RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.340, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 65, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163174000S141, Location: IN TROY (Lat: 42.604964, Lng: -83.188828), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 52,297 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 56,219 (year 2018), Design Load: HS 20+Mod, Features Intersected: COOLIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.017, Lanes on structure: 3, Lanes under structure: 2, 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: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S142, Location: IN TROY (Lat: 42.604731, Lng: -83.188828), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 52,297 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 56,219 (year 2018), Design Load: HS 20+Mod, Features Intersected: COOLIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.973, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), 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: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S151, Location: IN TROY (Lat: 42.606083, Lng: -83.205431), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 52,297 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 56,219 (year 2018), Design Load: HS 20+Mod, Features Intersected: SQUARE LAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.399, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 64, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S152, Location: IN TROY (Lat: 42.605886, Lng: -83.205703), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 52,297 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 56,219 (year 2018), Design Load: HS 20+Mod, Features Intersected: SQUARE LAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.378, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S161, Location: IN TROY (OVER ADAMS RD) (Lat: 42.606767, Lng: -83.208553), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 52,740 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 56,696 (year 2018), Design Load: HS 20+Mod, Features Intersected: ADAMS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.666, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 64, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163174000S162, Location: IN TROY (OVER ADAMS RD) (Lat: 42.606511, Lng: -83.208542), Route carried "on" structure: Interstate 75, Year Built: 1964, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 52,740 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 56,696 (year 2018), Design Load: HS 20+Mod, Features Intersected: ADAMS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.621, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163174000S211, Location: IN TROY (OVER MAPLE RD) (Lat: 42.548986, Lng: -83.116586), Route carried "on" structure: Interstate 75, Year Built: 1963, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 67,882 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 68,900 (year 2018), Design Load: HS 20+Mod, Features Intersected: MAPLE RD, 15 MILE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.972, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 64, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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 15 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S212, Location: IN TROY (OVER MAPLE RD) (Lat: 42.548983, Lng: -83.116900), Route carried "on" structure: Interstate 75, Year Built: 1963, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 67,882 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 68,900 (year 2018), Design Load: HS 20+Mod, Features Intersected: MAPLE RD, 15 MILE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.970, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000S32, Location: IN TROY (Lat: 42.604886, Lng: -83.169350), Route carried "on" structure: County highway 2059, Year Built: 1990, Status: Open, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 21,500 (year 1990), Truck Traffic: 3%, Average Future Daily Traffic: 21,500 (year 2010), Design Load: H 20, Features Intersected: I-75, Facility Carried by Structure: S.B. CROOKS RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.305, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 440, Subroute: 39), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 69.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63200348000B01, Location: BET FOURTEEN AND MAPLE (Lat: 42.545439, Lng: -83.107531), Route carried "on" structure: County highway 2059, Year Built: 1976, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 33,632 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 38,630 (year 2014), Design Load: HS 20+Mod, Features Intersected: BARNARD DRAIN, Facility Carried by Structure: JOHN R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.942, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63200352000B01, Location: BET LONG LK AND SQ LAKE (Lat: 42.594881, Lng: -83.109600), Route carried "on" structure: County highway 2059, Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,314 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 19,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: GIBSON DRAIN, Facility Carried by Structure: JOHN R ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.435, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63200361000B01, Location: BET WATTLES AND LONG LK R (Lat: 42.586833, Lng: -83.089672), Route carried "on" structure: County highway 2059, Year Built: 2003, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 22,495 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 33,400 (year 2018), Design Load: HS 20, Features Intersected: GIBSON DRAIN, Facility Carried by Structure: DEQUINDRE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.537, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 79, Subroute: 2), Owner: County Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 36.0m (118.1ft) Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 63200686000B01, Location: EAST OF ROCHESTER (Lat: 42.562922, Lng: -83.127475), Route carried "on" structure: County highway 2059, Year Built: 1975, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 26,470 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 31,000 (year 2017), Design Load: HS 20+Mod, Features Intersected: STURGIS DRAIN, Facility Carried by Structure: BIG BEAVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.647, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 440, Subroute: 43), Owner: County Highway Agency, Approaching Roadway Width: 51.2m (168.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 42.3m (138.8ft), Out-to-Out Width: 43.9m (144.0ft) Condition: Channel: Poor, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006 Find on map >>
Structure Number: 63200701000B01, Location: BET ADAMS AND COOLIDGE RD (Lat: 42.590578, Lng: -83.189442), Route carried "on" structure: County highway 2059, Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,700 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 40,000 (year 2017), Design Load: HS 20+Mod, Features Intersected: ROUGE RIVER, Facility Carried by Structure: LONG LAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.809, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006 Find on map >>
Structure Number: 63200706000B01, Location: BET JOHN R AND DEQUINDRE (Lat: 42.592564, Lng: -83.108014), Route carried "on" structure: County highway 2059, Year Built: 1959, Year Reconstructed: 2004, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 22,575 (year 0 ), Truck Traffic: 5%, Average Future Daily Traffic: 33,900 (year 2010), Design Load: H 15, Features Intersected: GIBSON DRAIN, Facility Carried by Structure: LONG LAKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 634679200034B01, Location: 0.1 MI N OF LONG LAKE RD (Lat: 42.591700, Lng: -83.188286), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 6,600 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 22,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: ROUGE RIVER, Facility Carried by Structure: COOLIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.669, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 34.0m (111.5ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 634679200040B01, Location: 0.2 MI S OF MAPLE ROAD (Lat: 42.545767, Lng: -83.120275), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 11,600 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 41,400 (year 2010), Design Load: HS 20+Mod, Features Intersected: BARNARD DRAIN, Facility Carried by Structure: STEPHENSON HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.326, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 51.0m (167.3ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 51.0m (167.3ft) Condition: Channel: Very good, Culverts: Fair, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 634679200084B01, Location: .15 MI N/BIG BEAVER RD (Lat: 42.564233, Lng: -83.128494), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 2000, Status: Open, Structure Length: 22.86m (75.00ft), Average Daily Traffic: 28,750 (year 1997), Truck Traffic: 7%, Average Future Daily Traffic: 29,400 , Design Load: HS 20, Features Intersected: STURGIS, Facility Carried by Structure: ROCHESTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.623, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 441, Subroute: 38), Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 19.0m (62.3ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 634679200084C01, Location: 2.7 MI N OF BIG BEAVER RD (Lat: 42.599875, Lng: -83.129414), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40,331 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 49,000 (year 2010), Design Load: HS 20, Features Intersected: RENSHAW COUNTY DRAIN, Facility Carried by Structure: ROCHESTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 441, Subroute: 38), Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.1m (65.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: 635679200069B01, Location: 0.2 MI S OF MAPLE ROAD (Lat: 42.545897, Lng: -83.129317), Route carried "on" structure: Spur City street , Year Built: 1974, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 950 (year 1997), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: BARNARD DRAIN, Facility Carried by Structure: SOUTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.336, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 635679200070B01, Location: 0.2 MI S OF MAPLE ROAD (Lat: 42.545736, Lng: -83.124856), Route carried "on" structure: Spur City street , Year Built: 1969, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 2,300 (year 1997), Truck Traffic: 15%, Average Future Daily Traffic: 3,700 (year 2010), Design Load: HS 20+Mod, Features Intersected: BARNARD DRAIN, Facility Carried by Structure: ALLEN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.341, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 635679200071B01, Location: 0.2 MI S OF MAPLE ROAD (Lat: 42.545750, Lng: -83.113697), Route carried "on" structure: Alternate City street , Year Built: 1971, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,700 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 14,000 (year 1990), Design Load: HS 20+Mod, Features Intersected: BARNARD DRAIN, Facility Carried by Structure: CHICAGO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 635679200081B01, Location: 0.5 MI E OF COOLIDGE (Lat: 42.603353, Lng: -83.180017), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,800 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 5,000 (year 2010), Design Load: HS 20+Mod, Features Intersected: ROUGE RIVER, Facility Carried by Structure: NORTHFIELD PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.748, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.0m (75.5ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163174000P07, Location: @ WATTLES RD (Lat: 42.576892, Lng: -83.158972), Route carried "under" structure: Interstate 75, Year Built: 1983, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 113,822 (year 2003), Truck Traffic: 8%, Features Intersected: I-75, Facility Carried by Structure: WATTLES RD PED Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 18.004, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 63163174000S081, Location: IN TROY (Lat: 42.559164, Lng: -83.147514), Route carried "under" structure: County highway 2059, Year Built: 1964, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,630 (year ), Features Intersected: LIVERNOIS RD, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 1.205, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163174000S082, Location: IN TROY (Lat: 42.558942, Lng: -83.147506), Route carried "under" structure: County highway 2059, Year Built: 1964, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 3,630 (year 1974), Features Intersected: LIVERNOIS RD, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.181, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163174000S091, Location: IN TROY (Lat: 42.562097, Lng: -83.158025), Route carried "under" structure: County highway 2059, Year Built: 1964, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 33,540 (year 1974), Features Intersected: BIG BEAVER RD, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 3.138, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft) Find on map >>
Structure Number: 63163174000S092, Location: IN TROY (Lat: 42.562081, Lng: -83.158350), Route carried "under" structure: County highway 2059, Year Built: 1964, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 33,540 (year 1974), Features Intersected: BIG BEAVER RD, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 3.111, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 63163174000S095, Location: IN TROY (Lat: 42.562097, Lng: -83.157806), Route carried "under" structure: County highway , Year Built: 1983, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 28,800 (year 1983), Features Intersected: BIG BEAVER ROAD, Facility Carried by Structure: I-75 NB CD Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 3.154, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft) Find on map >>
Structure Number: 63163174000S096, Location: IN TROY (Lat: 42.562078, Lng: -83.158503), Route carried "under" structure: County highway , Year Built: 1983, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 28,800 (year 1983), Features Intersected: BIG BEAVER ROAD, Facility Carried by Structure: I-75 SB CD Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 3.098, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft) Find on map >>
Structure Number: 63163174000S1, Location: IN TROY (Lat: 42.576983, Lng: -83.158961), Route carried "under" structure: Interstate 75, Year Built: 1964, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 113,822 (year 2003), Truck Traffic: 8%, Features Intersected: I-75, Facility Carried by Structure: WATTLES RD Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 18.013, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 63163174000S111, Location: IN TROY (Lat: 42.591253, Lng: -83.159269), Route carried "under" structure: County highway 2059, Year Built: 1964, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 12,000 (year 1974), Features Intersected: EAST LONG LAKE RD, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 17.286, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163174000S112, Location: IN TROY (Lat: 42.591244, Lng: -83.159581), Route carried "under" structure: County highway 2059, Year Built: 1964, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 12,000 (year 1974), Features Intersected: EAST LONG LAKE RD, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 1.726, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163174000S12, Location: IN TROY (Lat: 42.599533, Lng: -83.162544), Route carried "under" structure: Interstate 75, Year Built: 1964, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 113,822 (year 2003), Truck Traffic: 8%, Features Intersected: I-75, Facility Carried by Structure: RAMP CONNTO CHRYSL Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 20.579, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft) Find on map >>
Structure Number: 63163174000S13, Location: IN TROY (Lat: 42.604522, Lng: -83.168997), Route carried "under" structure: Interstate 75, Year Built: 1990, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 104,594 (year 2003), Truck Traffic: 8%, Features Intersected: I-75, Facility Carried by Structure: N.B. CROOKS RD. Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 21.382, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 63163174000S141, Location: IN TROY (Lat: 42.604964, Lng: -83.188828), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,340 (year 1974), Features Intersected: COOLIDGE RD, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 8.274, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft) Find on map >>
Structure Number: 63163174000S142, Location: IN TROY (Lat: 42.604731, Lng: -83.188828), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,340 (year 1974), Features Intersected: COOLIDGE RD, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 8.248, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft) Find on map >>
Structure Number: 63163174000S151, Location: IN TROY (Lat: 42.606083, Lng: -83.205431), Route carried "under" structure: City street 2059, Year Built: 1964, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 370 (year 1974), Features Intersected: SQUARE LAKE RD, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 3.526, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft) Find on map >>
Structure Number: 63163174000S152, Location: IN TROY (Lat: 42.605886, Lng: -83.205703), Route carried "under" structure: City street 2059, Year Built: 1964, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 370 (year 1974), Features Intersected: SQUARE LAKE RD, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 3.495, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft) Find on map >>
Structure Number: 63163174000S161, Location: IN TROY (OVER ADAMS RD) (Lat: 42.606767, Lng: -83.208553), Route carried "under" structure: County highway 2059, Year Built: 1964, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 10,220 (year 1974), Features Intersected: ADAMS RD, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.773, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 63163174000S162, Location: IN TROY (OVER ADAMS RD) (Lat: 42.606511, Lng: -83.208542), Route carried "under" structure: County highway 2059, Year Built: 1964, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 10,220 (year 1974), Features Intersected: ADAMS RD, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 7.702, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 63163174000S211, Location: IN TROY (OVER MAPLE RD) (Lat: 42.548986, Lng: -83.116586), Route carried "under" structure: County highway 2059, Year Built: 1963, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 19,000 (year ), Truck Traffic: 6%, Features Intersected: MAPLE RD, 15 MILE RD, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 30.183, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163174000S212, Location: IN TROY (OVER MAPLE RD) (Lat: 42.548983, Lng: -83.116900), Route carried "under" structure: County highway 2059, Year Built: 1963, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 19,000 (year 1974), Truck Traffic: 10%, Features Intersected: MAPLE RD, 15 MILE RD, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 30.157, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163174000S32, Location: IN TROY (Lat: 42.604886, Lng: -83.169350), Route carried "under" structure: Interstate 75, Year Built: 1990, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 104,594 (year 2003), Truck Traffic: 8%, Features Intersected: I-75, Facility Carried by Structure: S.B. CROOKS RD. Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 21.412, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Discuss this city on our hugely popular Michigan forum Back to: Troy, MI, Michigan, All US cities.
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