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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 in Big Rapids, MI - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11940-1949
  • 11960-1969
  • 11970-1979
  • 271980-1989
  • 31990-1999
Reconstructed bridges in Big Rapids, MI - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
Average Bridge Daily Traffic in Big Rapids, MI
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 66.7%Good
  • 27.8%Satisfactory
  • 5.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 11.1%Very good
  • 44.4%Good
  • 44.4%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.6%Very good
  • 66.7%Good
  • 16.7%Satisfactory
  • 5.6%Fair
  • 5.6%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 22.2%Very good
  • 11.1%Good
  • 55.6%Satisfactory
  • 11.1%Fair
Bridge Condition - Culverts
  • 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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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