Bridge Statistics for Lakewood Club, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 92ft / 27.7mTotal length
- $77,000Total costs
- 109,388Total average daily traffic
- 7,107Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lakewood Club
- No street view available for this location
- Bridge Condition - Deck
- 50.0%Satisfactory
- 50.0%Poor
- Bridge Condition - Superstructure
- 16.7%Good
- 16.7%Satisfactory
- 66.7%Fair
- Bridge Condition - Substructure
- 16.7%Good
- 50.0%Satisfactory
- 33.3%Fair
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Structure Number: 7598, Location: 2.6 MI N OF M-120 (Lat: 43.322406, Lng: -86.236622), Route carried "on" structure: County highway 6129, Year Built: 1964, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 8,250 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 10,100 (year 2029), Design Load: H 20, Features Intersected: US-31, Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.051, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $7,000, Total Project Cost: $77,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7598, Location: 2.6 MI N OF M-120 (Lat: 43.322406, Lng: -86.236622), Route carried "on" structure: County highway 6129, Year Built: 1964, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 8,250 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 10,100 (year 2029), Design Load: H 20, Features Intersected: US-31, Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.051, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $7,000, Total Project Cost: $77,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7599, Location: 3.8 MI N OF M-120 (Lat: 43.339467, Lng: -86.245189), Route carried "on" structure: US 31, Year Built: 1964, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 10,511 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 12,157 (year 2035), Design Load: HS 20, Features Intersected: RILEY THOMPSON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.902, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 85, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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: Bituminous
Structure Number: 7599, Location: 3.8 MI N OF M-120 (Lat: 43.339467, Lng: -86.245189), Route carried "on" structure: US 31, Year Built: 1964, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 10,511 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 12,157 (year 2035), Design Load: HS 20, Features Intersected: RILEY THOMPSON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.902, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 85, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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: Bituminous
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Structure Number: 76, Location: 3.8 MI N OF M-120 (Lat: 43.339444, Lng: -86.244411), Route carried "on" structure: US 31, Year Built: 1964, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 15,906 (year 2018), Design Load: HS 20, Features Intersected: RILEY THOMPSON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.868, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 85, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 76, Location: 3.8 MI N OF M-120 (Lat: 43.339444, Lng: -86.244411), Route carried "on" structure: US 31, Year Built: 1964, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 15,906 (year 2018), Design Load: HS 20, Features Intersected: RILEY THOMPSON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.868, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 85, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7601, Location: 7.5 MI NW OF M-120 (Lat: 43.383903, Lng: -86.280672), Route carried "on" structure: County highway 6138, Year Built: 1964, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 3,898 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 1,630 (year 1977), Design Load: H 20, Features Intersected: US-31 SB, Facility Carried by Structure: WHITE LAKE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.219, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7601, Location: 7.5 MI NW OF M-120 (Lat: 43.383903, Lng: -86.280672), Route carried "on" structure: County highway 6138, Year Built: 1964, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 3,898 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 1,630 (year 1977), Design Load: H 20, Features Intersected: US-31 SB, Facility Carried by Structure: WHITE LAKE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.219, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 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: 7602, Location: 7.5 MI NW OF M-120 (Lat: 43.383867, Lng: -86.279483), Route carried "on" structure: County highway 6138, Year Built: 1964, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 3,898 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 1,630 (year 1977), Design Load: H 20, Features Intersected: US-31 NB, Facility Carried by Structure: WHITE LAKE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.315, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7602, Location: 7.5 MI NW OF M-120 (Lat: 43.383867, Lng: -86.279483), Route carried "on" structure: County highway 6138, Year Built: 1964, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 3,898 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 1,630 (year 1977), Design Load: H 20, Features Intersected: US-31 NB, Facility Carried by Structure: WHITE LAKE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.315, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 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: 7609, Location: 3.5 MI SE OF S JCT US-31 (Lat: 43.369200, Lng: -86.274367), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,304 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 350 (year 1977), Design Load: H 15, Features Intersected: US-31 SB, Facility Carried by Structure: LAKEWOOD RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.258, 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: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7609, Location: 3.5 MI SE OF S JCT US-31 (Lat: 43.369200, Lng: -86.274367), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,304 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 350 (year 1977), Design Load: H 15, Features Intersected: US-31 SB, Facility Carried by Structure: LAKEWOOD RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.258, 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: 3, Length of Maximum Span: 21.9m (71.9ft), 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: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7598, Location: 2.6 MI N OF M-120 (Lat: 43.322406, Lng: -86.236622), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,066 (year 2007), Truck Traffic: 7%, Features Intersected: US-31, Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 23.789, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 7598, Location: 2.6 MI N OF M-120 (Lat: 43.322406, Lng: -86.236622), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 25,066 (year 2007), Truck Traffic: 7%, Features Intersected: US-31, Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 23.789, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 7599, Location: 3.8 MI N OF M-120 (Lat: 43.339467, Lng: -86.245189), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,223 (year 1991), Truck Traffic: 3%, Features Intersected: RILEY THOMPSON RD, Facility Carried by Structure: US-31 SB
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 4.186, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 7599, Location: 3.8 MI N OF M-120 (Lat: 43.339467, Lng: -86.245189), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,223 (year 1991), Truck Traffic: 3%, Features Intersected: RILEY THOMPSON RD, Facility Carried by Structure: US-31 SB
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 4.186, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 76, Location: 3.8 MI N OF M-120 (Lat: 43.339444, Lng: -86.244411), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,223 (year 1991), Truck Traffic: 3%, Features Intersected: RILEY THOMPSON RD, Facility Carried by Structure: US-31 NB
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 4.249, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 76, Location: 3.8 MI N OF M-120 (Lat: 43.339444, Lng: -86.244411), Route carried "under" structure: County highway , Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 1,223 (year 1991), Truck Traffic: 3%, Features Intersected: RILEY THOMPSON RD, Facility Carried by Structure: US-31 NB
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 4.249, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 7601, Location: 7.5 MI NW OF M-120 (Lat: 43.383903, Lng: -86.280672), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Features Intersected: US-31 SB, Facility Carried by Structure: WHITE LAKE DRIVE
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 31.802, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 7601, Location: 7.5 MI NW OF M-120 (Lat: 43.383903, Lng: -86.280672), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Features Intersected: US-31 SB, Facility Carried by Structure: WHITE LAKE DRIVE
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 31.802, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 7602, Location: 7.5 MI NW OF M-120 (Lat: 43.383867, Lng: -86.279483), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Features Intersected: US-31 NB, Facility Carried by Structure: WHITE LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.752, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 7602, Location: 7.5 MI NW OF M-120 (Lat: 43.383867, Lng: -86.279483), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Features Intersected: US-31 NB, Facility Carried by Structure: WHITE LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.752, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 7609, Location: 3.5 MI SE OF S JCT US-31 (Lat: 43.369200, Lng: -86.274367), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Features Intersected: US-31 SB, Facility Carried by Structure: LAKEWOOD RD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 30.088, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 7609, Location: 3.5 MI SE OF S JCT US-31 (Lat: 43.369200, Lng: -86.274367), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Features Intersected: US-31 SB, Facility Carried by Structure: LAKEWOOD RD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 30.088, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 761, Location: 3.5 MI SE OF S JCT US-31 (Lat: 43.369161, Lng: -86.272919), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Features Intersected: US-31 NB, Facility Carried by Structure: LAKEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.028, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 761, Location: 3.5 MI SE OF S JCT US-31 (Lat: 43.369161, Lng: -86.272919), Route carried "under" structure: US 31, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 10,803 (year 2007), Truck Traffic: 7%, Features Intersected: US-31 NB, Facility Carried by Structure: LAKEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.028, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)