Bridge Statistics for Vanderbilt, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 108ft / 32.7mTotal length
- $46,000Total costs
- 51,874Total average daily traffic
- 3,976Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Vanderbilt
- No street view available for this location
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 60.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 868, Location: 6.1 MI N OF M-32 (Lat: 45.113894, Lng: -84.684800), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 90 (year 1988), Average Future Daily Traffic: 50 (year 1977), Design Load: H 15, Features Intersected: I-75 SB, Facility Carried by Structure: WINTERS RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.332, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 868, Location: 6.1 MI N OF M-32 (Lat: 45.113894, Lng: -84.684800), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 90 (year 1988), Average Future Daily Traffic: 50 (year 1977), Design Load: H 15, Features Intersected: I-75 SB, Facility Carried by Structure: WINTERS RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.332, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8682, Location: IN VANDERBILT (Lat: 45.142694, Lng: -84.670167), Route carried "on" structure: City street 6986, Year Built: 1962, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 950 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 1977), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: MAIN ST (STRUG VAL
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.024, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 8682, Location: IN VANDERBILT (Lat: 45.142694, Lng: -84.670167), Route carried "on" structure: City street 6986, Year Built: 1962, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 950 (year 1988), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 1977), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: MAIN ST (STRUG VAL
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.024, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 8683, Location: NW LTS OF VANDERBILT (Lat: 45.149217, Lng: -84.669625), Route carried "on" structure: City street 6935, Year Built: 1962, Status: Open, Structure Length: 9.93m (32.58ft), Average Daily Traffic: 850 (year 1978), Average Future Daily Traffic: 850 (year 1977), Design Load: HS 20, Features Intersected: I-75, Facility Carried by Structure: MILL ST (OLD US-27
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.043, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 8683, Location: NW LTS OF VANDERBILT (Lat: 45.149217, Lng: -84.669625), Route carried "on" structure: City street 6935, Year Built: 1962, Status: Open, Structure Length: 9.93m (32.58ft), Average Daily Traffic: 850 (year 1978), Average Future Daily Traffic: 850 (year 1977), Design Load: HS 20, Features Intersected: I-75, Facility Carried by Structure: MILL ST (OLD US-27
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.043, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 8684, Location: 2.3 MI SW CHEBOYGAN COL (Lat: 45.171103, Lng: -84.645722), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 100 (year 1988), Average Future Daily Traffic: 80 (year 1977), Design Load: H 15, Features Intersected: I-75 SB, Facility Carried by Structure: ALEXANDER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.140, 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-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 8684, Location: 2.3 MI SW CHEBOYGAN COL (Lat: 45.171103, Lng: -84.645722), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 100 (year 1988), Average Future Daily Traffic: 80 (year 1977), Design Load: H 15, Features Intersected: I-75 SB, Facility Carried by Structure: ALEXANDER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.140, 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-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 8685, Location: 2.3 MI SW CHEBOYGAN COL (Lat: 45.171078, Lng: -84.644806), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 1988), Average Future Daily Traffic: 80 (year 1977), Design Load: H 15, Features Intersected: I-75 NB, Facility Carried by Structure: ALEXANDER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.212, 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $4,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 8685, Location: 2.3 MI SW CHEBOYGAN COL (Lat: 45.171078, Lng: -84.644806), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 1988), Average Future Daily Traffic: 80 (year 1977), Design Load: H 15, Features Intersected: I-75 NB, Facility Carried by Structure: ALEXANDER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.212, 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $4,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 868, Location: 6.1 MI N OF M-32 (Lat: 45.113894, Lng: -84.684800), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 6,518 (year 2007), Truck Traffic: 7%, Features Intersected: I-75 SB, Facility Carried by Structure: WINTERS RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 30.134, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 868, Location: 6.1 MI N OF M-32 (Lat: 45.113894, Lng: -84.684800), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 6,518 (year 2007), Truck Traffic: 7%, Features Intersected: I-75 SB, Facility Carried by Structure: WINTERS RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 30.134, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 8681, Location: 6.1 MI N OF M-32 (Lat: 45.113447, Lng: -84.682467), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 6,518 (year 2007), Truck Traffic: 7%, Features Intersected: I-75 NB, Facility Carried by Structure: WINTERS RD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 30.081, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 8681, Location: 6.1 MI N OF M-32 (Lat: 45.113447, Lng: -84.682467), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 6,518 (year 2007), Truck Traffic: 7%, Features Intersected: I-75 NB, Facility Carried by Structure: WINTERS RD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 30.081, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 8682, Location: IN VANDERBILT (Lat: 45.142694, Lng: -84.670167), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 13,036 (year 2007), Truck Traffic: 7%, Features Intersected: I-75, Facility Carried by Structure: MAIN ST (STRUG VAL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 33.667, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 8682, Location: IN VANDERBILT (Lat: 45.142694, Lng: -84.670167), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 13,036 (year 2007), Truck Traffic: 7%, Features Intersected: I-75, Facility Carried by Structure: MAIN ST (STRUG VAL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 33.667, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 8683, Location: NW LTS OF VANDERBILT (Lat: 45.149217, Lng: -84.669625), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 13,036 (year 2007), Truck Traffic: 9%, Features Intersected: I-75, Facility Carried by Structure: MILL ST (OLD US-27
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 34.393, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 8683, Location: NW LTS OF VANDERBILT (Lat: 45.149217, Lng: -84.669625), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 13,036 (year 2007), Truck Traffic: 9%, Features Intersected: I-75, Facility Carried by Structure: MILL ST (OLD US-27
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 34.393, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 8684, Location: 2.3 MI SW CHEBOYGAN COL (Lat: 45.171103, Lng: -84.645722), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,338 (year 2007), Truck Traffic: 9%, Features Intersected: I-75 SB, Facility Carried by Structure: ALEXANDER RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 37.678, 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: 8684, Location: 2.3 MI SW CHEBOYGAN COL (Lat: 45.171103, Lng: -84.645722), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,338 (year 2007), Truck Traffic: 9%, Features Intersected: I-75 SB, Facility Carried by Structure: ALEXANDER RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 37.678, 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: 8685, Location: 2.3 MI SW CHEBOYGAN COL (Lat: 45.171078, Lng: -84.644806), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,338 (year 2007), Truck Traffic: 9%, Features Intersected: I-75 NB, Facility Carried by Structure: ALEXANDER RD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 37.634, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 8685, Location: 2.3 MI SW CHEBOYGAN COL (Lat: 45.171078, Lng: -84.644806), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,338 (year 2007), Truck Traffic: 9%, Features Intersected: I-75 NB, Facility Carried by Structure: ALEXANDER RD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 37.634, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)