Bridge Statistics for Big Rapids, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 285ft / 87.0mTotal length
- 198,748Total average daily traffic
- 15,937Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Big Rapids
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11960-1969
- 11970-1979
- 271980-1989
- 31990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 66.7%Good
- 27.8%Satisfactory
- 5.6%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 44.4%Satisfactory
- Bridge Condition - Substructure
- 5.6%Very good
- 66.7%Good
- 16.7%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 22.2%Very good
- 11.1%Good
- 55.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 67, Location: IN BIG RAPIDS (Lat: 43.699567, Lng: -85.483967), Route carried "on" structure: Business US 131, Year Built: 1948, Year Reconstructed: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,351 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 21,518 (year 2018), Design Load: HS 20, Features Intersected: MITCHELL CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 27.200, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 52, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 80.4 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67, Location: IN BIG RAPIDS (Lat: 43.699567, Lng: -85.483967), Route carried "on" structure: Business US 131, Year Built: 1948, Year Reconstructed: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,351 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 21,518 (year 2018), Design Load: HS 20, Features Intersected: MITCHELL CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 27.200, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 52, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 80.4 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: 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: August 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: 6701, Location: IN PARIS (Lat: 43.776528, Lng: -85.502964), Route carried "on" structure: Alternate US 131, Year Built: 1929, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 8,100 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 9,150 (year 2024), Design Load: H 15, Features Intersected: PARIS CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 36.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6701, Location: IN PARIS (Lat: 43.776528, Lng: -85.502964), Route carried "on" structure: Alternate US 131, Year Built: 1929, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 8,100 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 9,150 (year 2024), Design Load: H 15, Features Intersected: PARIS CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 36.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 673, Location: 4.0 MI S OF BIG RAPIDS (Lat: 43.627319, Lng: -85.502750), Route carried "on" structure: US 131, Year Built: 1981, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 13,522 (year 2018), Design Load: HS 25 or greater, Features Intersected: 11 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 18.045, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 180, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 673, Location: 4.0 MI S OF BIG RAPIDS (Lat: 43.627319, Lng: -85.502750), Route carried "on" structure: US 131, Year Built: 1981, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 13,522 (year 2018), Design Load: HS 25 or greater, Features Intersected: 11 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 18.045, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 180, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6731, Location: 4.0 MI S OF BIG RAPIDS (Lat: 43.627333, Lng: -85.501497), Route carried "on" structure: US 131, Year Built: 1981, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 13,522 (year 2018), Design Load: HS 25 or greater, Features Intersected: 11 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 18.032, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 180, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6731, Location: 4.0 MI S OF BIG RAPIDS (Lat: 43.627333, Lng: -85.501497), Route carried "on" structure: US 131, Year Built: 1981, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 13,522 (year 2018), Design Load: HS 25 or greater, Features Intersected: 11 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 18.032, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 180, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6732, Location: 2 MI S OF BIG RAPIDS (Lat: 43.642161, Lng: -85.512408), Route carried "on" structure: County highway 54, Year Built: 1981, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 330 (year 1988), Average Future Daily Traffic: 300 (year 2000), Design Load: H 20, Features Intersected: US-131 SB, Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.280, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6732, Location: 2 MI S OF BIG RAPIDS (Lat: 43.642161, Lng: -85.512408), Route carried "on" structure: County highway 54, Year Built: 1981, Status: Posted for load, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 330 (year 1988), Average Future Daily Traffic: 300 (year 2000), Design Load: H 20, Features Intersected: US-131 SB, Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.280, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6733, Location: 2 MI S OF BIG RAPIDS (Lat: 43.642147, Lng: -85.511139), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 330 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 300 (year 1977), Design Load: HS 20, Features Intersected: US-131 NB, Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.383, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6733, Location: 2 MI S OF BIG RAPIDS (Lat: 43.642147, Lng: -85.511139), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 330 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 300 (year 1977), Design Load: HS 20, Features Intersected: US-131 NB, Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.383, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6734, Location: 1.5 MI S OF BIG RAPIDS (Lat: 43.656800, Lng: -85.520586), Route carried "on" structure: US 131, Year Built: 1981, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 13,522 (year 2018), Design Load: HS 25 or greater, Features Intersected: 13 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.629, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 180, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 94.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6734, Location: 1.5 MI S OF BIG RAPIDS (Lat: 43.656800, Lng: -85.520586), Route carried "on" structure: US 131, Year Built: 1981, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 13,522 (year 2018), Design Load: HS 25 or greater, Features Intersected: 13 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.629, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 180, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 94.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6735, Location: 1.5 MI S OF BIG RAPIDS (Lat: 43.656794, Lng: -85.519436), Route carried "on" structure: US 131, Year Built: 1981, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 13,522 (year 2018), Design Load: HS 25 or greater, Features Intersected: 13 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.616, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 180, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 75.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6735, Location: 1.5 MI S OF BIG RAPIDS (Lat: 43.656794, Lng: -85.519436), Route carried "on" structure: US 131, Year Built: 1981, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 13,522 (year 2018), Design Load: HS 25 or greater, Features Intersected: 13 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.616, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 180, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 75.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6736, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.686642, Lng: -85.521500), Route carried "on" structure: State highway 20, Year Built: 1981, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 15,942 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 18,269 (year 2018), Design Load: HS 25 or greater, Features Intersected: US-131 SB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.696, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 354, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 29.8m (97.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 30.1m (98.8ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 6736, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.686642, Lng: -85.521500), Route carried "on" structure: State highway 20, Year Built: 1981, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 15,942 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 18,269 (year 2018), Design Load: HS 25 or greater, Features Intersected: US-131 SB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.696, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 354, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 29.8m (97.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 30.1m (98.8ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 6737, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.686839, Lng: -85.520372), Route carried "on" structure: State highway 20, Year Built: 1981, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 15,942 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 18,269 (year 2018), Design Load: HS 25 or greater, Features Intersected: US-131 NB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.790, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 354, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6737, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.686839, Lng: -85.520372), Route carried "on" structure: State highway 20, Year Built: 1981, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 15,942 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 18,269 (year 2018), Design Load: HS 25 or greater, Features Intersected: US-131 NB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.790, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 354, Subroute: 13), Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 28.5m (93.5ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6738, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.695572, Lng: -85.524978), Route carried "on" structure: County highway 54, Year Built: 1981, Status: Posted for load, Structure Length: 13.07m (42.88ft), Average Daily Traffic: 400 (year 1988), Average Future Daily Traffic: 520 (year 2000), Design Load: H 20, Features Intersected: US-131, Facility Carried by Structure: WOODWARD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.066, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.3m (115.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6738, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.695572, Lng: -85.524978), Route carried "on" structure: County highway 54, Year Built: 1981, Status: Posted for load, Structure Length: 13.07m (42.88ft), Average Daily Traffic: 400 (year 1988), Average Future Daily Traffic: 520 (year 2000), Design Load: H 20, Features Intersected: US-131, Facility Carried by Structure: WOODWARD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.066, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.3m (115.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6739, Location: 1.5 MI W OF BIG RAPIDS (Lat: 43.714981, Lng: -85.531269), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 250 (year 1981), Average Future Daily Traffic: 250 (year 1977), Design Load: HS 20, Features Intersected: US-131 SB, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.544, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6739, Location: 1.5 MI W OF BIG RAPIDS (Lat: 43.714981, Lng: -85.531269), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 250 (year 1981), Average Future Daily Traffic: 250 (year 1977), Design Load: HS 20, Features Intersected: US-131 SB, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.544, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 674, Location: 1.5 MI W OF BIG RAPIDS (Lat: 43.715022, Lng: -85.530122), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 700 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 640 (year 1977), Design Load: HS 20, Features Intersected: US-131 NB, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.636, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 674, Location: 1.5 MI W OF BIG RAPIDS (Lat: 43.715022, Lng: -85.530122), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 700 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 640 (year 1977), Design Load: HS 20, Features Intersected: US-131 NB, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.636, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6741, Location: 2 MI NW OF BIG RAPIDS (Lat: 43.742761, Lng: -85.531650), Route carried "on" structure: Business US 131, Year Built: 1982, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 4,635 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 6,351 (year 2018), Design Load: HS 20, Features Intersected: US-131 SB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.495, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6741, Location: 2 MI NW OF BIG RAPIDS (Lat: 43.742761, Lng: -85.531650), Route carried "on" structure: Business US 131, Year Built: 1982, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 4,635 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 6,351 (year 2018), Design Load: HS 20, Features Intersected: US-131 SB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.495, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6746, Location: IN BIG RAPIDS(MAPLE ST) (Lat: 43.698869, Lng: -85.476053), Route carried "on" structure: State highway 20, Year Built: 1983, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 12,343 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 20,621 (year 2018), Design Load: HS 25 or greater, Features Intersected: MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.649, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 52, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6746, Location: IN BIG RAPIDS(MAPLE ST) (Lat: 43.698869, Lng: -85.476053), Route carried "on" structure: State highway 20, Year Built: 1983, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 12,343 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 20,621 (year 2018), Design Load: HS 25 or greater, Features Intersected: MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.649, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 52, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6762, Location: 0 5 MI E OF BIG RAPIDS (Lat: 43.698561, Lng: -85.454642), Route carried "on" structure: County highway 5468, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,542 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 5,020 (year 2038), Design Load: HS 20+Mod, Features Intersected: RYAN CREEK, Facility Carried by Structure: 16 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6762, Location: 0 5 MI E OF BIG RAPIDS (Lat: 43.698561, Lng: -85.454642), Route carried "on" structure: County highway 5468, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,542 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 5,020 (year 2038), Design Load: HS 20+Mod, Features Intersected: RYAN CREEK, Facility Carried by Structure: 16 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6763, Location: AT PARIS (Lat: 43.778797, Lng: -85.499722), Route carried "on" structure: County highway 5484, Year Built: 1978, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 1,955 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 2,160 (year 2039), Design Load: HS 20, Features Intersected: MUSKEGON RIVER, Facility Carried by Structure: HOOVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6763, Location: AT PARIS (Lat: 43.778797, Lng: -85.499722), Route carried "on" structure: County highway 5484, Year Built: 1978, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 1,955 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 2,160 (year 2039), Design Load: HS 20, Features Intersected: MUSKEGON RIVER, Facility Carried by Structure: HOOVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6769, Location: 0.9 MI W OF BIG RAPIDS (Lat: 43.702228, Lng: -85.501256), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,024 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,130 (year 2039), Design Load: HS 20, Features Intersected: MITCHELL CREEK, Facility Carried by Structure: MADISON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.7 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 desirable criteria, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6769, Location: 0.9 MI W OF BIG RAPIDS (Lat: 43.702228, Lng: -85.501256), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,024 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,130 (year 2039), Design Load: HS 20, Features Intersected: MITCHELL CREEK, Facility Carried by Structure: MADISON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.7 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 desirable criteria, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12607, Location: IN CITY OF BIG RAPIDS (Lat: 43.702614, Lng: -85.482019), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 9,000 (year 2025), Design Load: HS 20, Features Intersected: MITCHELL CREEK, Facility Carried by Structure: MICHIGAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.355, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft)
Condition: Channel: Fair, Culverts: 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12607, Location: IN CITY OF BIG RAPIDS (Lat: 43.702614, Lng: -85.482019), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 9,000 (year 2025), Design Load: HS 20, Features Intersected: MITCHELL CREEK, Facility Carried by Structure: MICHIGAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.355, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft)
Condition: Channel: Fair, Culverts: 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12696, Location: CITY OF BIG RAPIDS (Lat: 43.700958, Lng: -85.482947), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 4,550 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 8,200 (year 2025), Design Load: HS 20, Features Intersected: MITCHELL CREEK, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.565, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 12696, Location: CITY OF BIG RAPIDS (Lat: 43.700958, Lng: -85.482947), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 4,550 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 8,200 (year 2025), Design Load: HS 20, Features Intersected: MITCHELL CREEK, Facility Carried by Structure: PINE STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.565, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 14022, Location: 0.33 MI N OF 16 MILE ROAD (Lat: 43.705000, Lng: -85.444000), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 258 (year 2019), Average Future Daily Traffic: 285 (year 2039), Features Intersected: RYAN CREEK, Facility Carried by Structure: 180TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.526, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 9.0m (29.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 14022, Location: 0.33 MI N OF 16 MILE ROAD (Lat: 43.705000, Lng: -85.444000), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 258 (year 2019), Average Future Daily Traffic: 285 (year 2039), Features Intersected: RYAN CREEK, Facility Carried by Structure: 180TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.526, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 9.0m (29.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 673, Location: 4.0 MI S OF BIG RAPIDS (Lat: 43.627319, Lng: -85.502750), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 550 (year 1988), Features Intersected: 11 MILE ROAD, Facility Carried by Structure: US-131 SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 4.804, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
Structure Number: 673, Location: 4.0 MI S OF BIG RAPIDS (Lat: 43.627319, Lng: -85.502750), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 550 (year 1988), Features Intersected: 11 MILE ROAD, Facility Carried by Structure: US-131 SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 4.804, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)
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Structure Number: 6731, Location: 4.0 MI S OF BIG RAPIDS (Lat: 43.627333, Lng: -85.501497), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 550 (year 1988), Features Intersected: 11 MILE ROAD, Facility Carried by Structure: US-131 NB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 4.905, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.7m (100.7ft)
Structure Number: 6731, Location: 4.0 MI S OF BIG RAPIDS (Lat: 43.627333, Lng: -85.501497), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 550 (year 1988), Features Intersected: 11 MILE ROAD, Facility Carried by Structure: US-131 NB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 4.905, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.7m (100.7ft)
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Structure Number: 6732, Location: 2 MI S OF BIG RAPIDS (Lat: 43.642161, Lng: -85.512408), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Features Intersected: US-131 SB, Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 19.868, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 6732, Location: 2 MI S OF BIG RAPIDS (Lat: 43.642161, Lng: -85.512408), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Features Intersected: US-131 SB, Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 19.868, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 6733, Location: 2 MI S OF BIG RAPIDS (Lat: 43.642147, Lng: -85.511139), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Features Intersected: US-131 NB, Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 19.850, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 6733, Location: 2 MI S OF BIG RAPIDS (Lat: 43.642147, Lng: -85.511139), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 13%, Features Intersected: US-131 NB, Facility Carried by Structure: 12 MILE ROAD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 19.850, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 6734, Location: 1.5 MI S OF BIG RAPIDS (Lat: 43.656800, Lng: -85.520586), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 400 (year 1988), Features Intersected: 13 MILE ROAD, Facility Carried by Structure: US-131 SB
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 4.954, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 6734, Location: 1.5 MI S OF BIG RAPIDS (Lat: 43.656800, Lng: -85.520586), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 400 (year 1988), Features Intersected: 13 MILE ROAD, Facility Carried by Structure: US-131 SB
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 4.954, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 6735, Location: 1.5 MI S OF BIG RAPIDS (Lat: 43.656794, Lng: -85.519436), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 400 (year 1988), Features Intersected: 13 MILE ROAD, Facility Carried by Structure: US-131 NB
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 5.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 6735, Location: 1.5 MI S OF BIG RAPIDS (Lat: 43.656794, Lng: -85.519436), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 400 (year 1988), Features Intersected: 13 MILE ROAD, Facility Carried by Structure: US-131 NB
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 5.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 6736, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.686642, Lng: -85.521500), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 9%, Features Intersected: US-131 SB, Facility Carried by Structure: M-20
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 24.949, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
Structure Number: 6736, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.686642, Lng: -85.521500), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 9%, Features Intersected: US-131 SB, Facility Carried by Structure: M-20
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 24.949, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
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Structure Number: 6737, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.686839, Lng: -85.520372), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 9%, Features Intersected: US-131 NB, Facility Carried by Structure: M-20
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 24.960, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 6737, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.686839, Lng: -85.520372), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 7,789 (year 2007), Truck Traffic: 9%, Features Intersected: US-131 NB, Facility Carried by Structure: M-20
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 24.960, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 6738, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.695572, Lng: -85.524978), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 14,628 (year 2007), Truck Traffic: 9%, Features Intersected: US-131, Facility Carried by Structure: WOODWARD ROAD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 26.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.3m (115.8ft)
Structure Number: 6738, Location: 1.0 MI W OF BIG RAPIDS (Lat: 43.695572, Lng: -85.524978), Route carried "under" structure: US 131, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 14,628 (year 2007), Truck Traffic: 9%, Features Intersected: US-131, Facility Carried by Structure: WOODWARD ROAD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 26.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.3m (115.8ft)
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Structure Number: 6739, Location: 1.5 MI W OF BIG RAPIDS (Lat: 43.714981, Lng: -85.531269), Route carried "under" structure: US 131, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 7,314 (year 2007), Truck Traffic: 9%, Features Intersected: US-131 SB, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 28.210, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.0m (137.8ft)
Structure Number: 6739, Location: 1.5 MI W OF BIG RAPIDS (Lat: 43.714981, Lng: -85.531269), Route carried "under" structure: US 131, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 7,314 (year 2007), Truck Traffic: 9%, Features Intersected: US-131 SB, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 28.210, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.0m (137.8ft)
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Structure Number: 674, Location: 1.5 MI W OF BIG RAPIDS (Lat: 43.715022, Lng: -85.530122), Route carried "under" structure: US 131, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 7,314 (year 2007), Truck Traffic: 9%, Features Intersected: US-131 NB, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 28.206, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.0m (137.8ft)
Structure Number: 674, Location: 1.5 MI W OF BIG RAPIDS (Lat: 43.715022, Lng: -85.530122), Route carried "under" structure: US 131, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 7,314 (year 2007), Truck Traffic: 9%, Features Intersected: US-131 NB, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 28.206, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.0m (137.8ft)
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Structure Number: 6741, Location: 2 MI NW OF BIG RAPIDS (Lat: 43.742761, Lng: -85.531650), Route carried "under" structure: US 131, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 7,314 (year 2007), Truck Traffic: 12%, Features Intersected: US-131 SB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 31.322, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
Structure Number: 6741, Location: 2 MI NW OF BIG RAPIDS (Lat: 43.742761, Lng: -85.531650), Route carried "under" structure: US 131, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 7,314 (year 2007), Truck Traffic: 12%, Features Intersected: US-131 SB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 31.322, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
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Structure Number: 6742, Location: 2 MI NW OF BIG RAPIDS (Lat: 43.742764, Lng: -85.530500), Route carried "under" structure: US 131, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 7,314 (year 2007), Truck Traffic: 12%, Features Intersected: US-131 NB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 31.316, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
Structure Number: 6742, Location: 2 MI NW OF BIG RAPIDS (Lat: 43.742764, Lng: -85.530500), Route carried "under" structure: US 131, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 7,314 (year 2007), Truck Traffic: 12%, Features Intersected: US-131 NB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 31.316, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)