Bridge Statistics for Lathrup Village, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 69ft / 20.5mTotal length
- 958,980Total average daily traffic
- 46,688Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lathrup Village
- No street view available for this location
- Bridge Condition - Deck
- 40.0%Good
- 60.0%Satisfactory
- Bridge Condition - Superstructure
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 7922, Location: IN LATHRUP VILLAGE (Lat: 42.487547, Lng: -83.231583), Route carried "on" structure: County highway 2059, Year Built: 1987, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 1977), Design Load: HS 25 or greater, Features Intersected: I-696, Facility Carried by Structure: SANTA BARBARA
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.224, Lanes on structure: 2, Lanes under structure: 8, 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: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.9 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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
Structure Number: 7922, Location: IN LATHRUP VILLAGE (Lat: 42.487547, Lng: -83.231583), Route carried "on" structure: County highway 2059, Year Built: 1987, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 1,500 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 1977), Design Load: HS 25 or greater, Features Intersected: I-696, Facility Carried by Structure: SANTA BARBARA
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.224, Lanes on structure: 2, Lanes under structure: 8, 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: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.9 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 7923, Location: IN LATHRUP VILLAGE (Lat: 42.487600, Lng: -83.223322), Route carried "on" structure: Ramp County highway 63, Year Built: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,500 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 1977), Design Load: HS 25 or greater, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD U TURN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.026, Lanes on structure: 4, Lanes under structure: 3, 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7923, Location: IN LATHRUP VILLAGE (Lat: 42.487600, Lng: -83.223322), Route carried "on" structure: Ramp County highway 63, Year Built: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,500 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 1977), Design Load: HS 25 or greater, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD U TURN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.026, Lanes on structure: 4, Lanes under structure: 3, 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 7924, Location: IN LATHRUP VILLAGE (Lat: 42.487636, Lng: -83.221842), Route carried "on" structure: County highway 2059, Year Built: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 47,300 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 47,300 (year 2005), Design Load: HS 25 or greater, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.859, Lanes on structure: 7, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 61, Subroute: 4), 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.0 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7924, Location: IN LATHRUP VILLAGE (Lat: 42.487636, Lng: -83.221842), Route carried "on" structure: County highway 2059, Year Built: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 47,300 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 47,300 (year 2005), Design Load: HS 25 or greater, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.859, Lanes on structure: 7, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 61, Subroute: 4), 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.0 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: 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 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: 7925, Location: IN LATHRUP VILLAGE (Lat: 42.487675, Lng: -83.220278), Route carried "on" structure: Ramp County highway 63, Year Built: 1987, Year Reconstructed: 2009, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,500 (year 1982), Average Future Daily Traffic: 1,500 (year 1977), Design Load: HS 25 or greater, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD U TURN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 6, 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: 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: 25.9 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: 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
Structure Number: 7925, Location: IN LATHRUP VILLAGE (Lat: 42.487675, Lng: -83.220278), Route carried "on" structure: Ramp County highway 63, Year Built: 1987, Year Reconstructed: 2009, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,500 (year 1982), Average Future Daily Traffic: 1,500 (year 1977), Design Load: HS 25 or greater, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD U TURN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 6, 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Good, Superstructure: 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: 25.9 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: 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: 7951, Location: CITY OF LATHRUP VILLAGE (Lat: 42.487725, Lng: -83.218692), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 2,000 (year 1905), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 1977), Design Load: HS 20, Features Intersected: I-696, Facility Carried by Structure: LATHRUP ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.816, Lanes on structure: 2, Lanes under structure: 4, 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7951, Location: CITY OF LATHRUP VILLAGE (Lat: 42.487725, Lng: -83.218692), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 2,000 (year 1905), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 1977), Design Load: HS 20, Features Intersected: I-696, Facility Carried by Structure: LATHRUP ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.816, Lanes on structure: 2, Lanes under structure: 4, 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: 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 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: 7922, Location: IN LATHRUP VILLAGE (Lat: 42.487547, Lng: -83.231583), Route carried "under" structure: Interstate 696, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 178,100 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: SANTA BARBARA
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 18.331, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 7922, Location: IN LATHRUP VILLAGE (Lat: 42.487547, Lng: -83.231583), Route carried "under" structure: Interstate 696, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 178,100 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: SANTA BARBARA
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 18.331, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 7923, Location: IN LATHRUP VILLAGE (Lat: 42.487600, Lng: -83.223322), Route carried "under" structure: Interstate 696, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 178,100 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD U TURN
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 19.012, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 7923, Location: IN LATHRUP VILLAGE (Lat: 42.487600, Lng: -83.223322), Route carried "under" structure: Interstate 696, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 178,100 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD U TURN
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 19.012, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 7924, Location: IN LATHRUP VILLAGE (Lat: 42.487636, Lng: -83.221842), Route carried "under" structure: Interstate 696, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 180,660 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD RD
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 19.133, Lanes on structure: 7, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 7924, Location: IN LATHRUP VILLAGE (Lat: 42.487636, Lng: -83.221842), Route carried "under" structure: Interstate 696, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 180,660 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD RD
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 19.133, Lanes on structure: 7, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 7925, Location: IN LATHRUP VILLAGE (Lat: 42.487675, Lng: -83.220278), Route carried "under" structure: Interstate 696, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 180,660 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD U TURN
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 19.261, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 7925, Location: IN LATHRUP VILLAGE (Lat: 42.487675, Lng: -83.220278), Route carried "under" structure: Interstate 696, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 180,660 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: SOUTHFIELD U TURN
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 19.261, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 7951, Location: CITY OF LATHRUP VILLAGE (Lat: 42.487725, Lng: -83.218692), Route carried "under" structure: Interstate 696, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 180,660 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: LATHRUP ROAD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 19.392, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 7951, Location: CITY OF LATHRUP VILLAGE (Lat: 42.487725, Lng: -83.218692), Route carried "under" structure: Interstate 696, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 180,660 (year 2007), Truck Traffic: 5%, Features Intersected: I-696, Facility Carried by Structure: LATHRUP ROAD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 19.392, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)