Bridge Statistics for Howard City, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 7266,  Location: 0.12 MI E OF RAISINVILLE (Lat: 41.975800,  Lng: -83.442728),  Route carried "on" structure: County highway 5845,  Year Built: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,160 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,933 (year 2037),  Design Load: HS 20,  Features Intersected: LITTLE SANDY CREEK,  Facility Carried by Structure: BLUE BUSH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.382,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 1 degrees,  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: 9.1m (29.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 7412,  Location: 0.5 MI S OF M-82 (Lat: 43.390389,  Lng: -85.517333),  Route carried "on" structure: US 131,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 26,700 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 34,200 (year 2031),  Design Load: H 20,  Features Intersected: TAMARACK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.729,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7413,  Location: 0.5 MI S OF M-82 (Lat: 43.390314,  Lng: -85.515608),  Route carried "on" structure: US 131,  Year Built: 1972,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 26,700 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 34,200 (year 2031),  Design Load: HL 93,  Features Intersected: TAMARACK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.729,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7414,  Location: 0.5 MI N OF EDGAR RD, M46 (Lat: 43.433097,  Lng: -85.493253),  Route carried "on" structure: US 131,  Year Built: 1979,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,150 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,800 (year 2034),  Design Load: HS 20,  Features Intersected: HANDY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.867,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Poor,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7415,  Location: 0.5 MI N OF EDGAR RD (Lat: 43.433100,  Lng: -85.494153),  Route carried "on" structure: US 131,  Year Built: 1979,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,150 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,800 (year 2034),  Design Load: HS 20,  Features Intersected: HANDY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.881,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: 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: 97.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7421,  Location: 2.0 MI S OF M-82 (Lat: 43.366517,  Lng: -85.516150),  Route carried "on" structure: US 131,  Year Built: 1971,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 26,700 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 34,200 (year 2031),  Design Load: HS 20,  Features Intersected: KENDAVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.032,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7422,  Location: 2.0 MI S OF M-82 (Lat: 43.366533,  Lng: -85.514367),  Route carried "on" structure: US 131,  Year Built: 1971,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 26,700 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 34,200 (year 2031),  Design Load: HS 20,  Features Intersected: KENDAVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.034,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7423,  Location: 1.1 MI S OF M-82 (Lat: 43.381178,  Lng: -85.519456),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 50 (year 1988),  Average Future Daily Traffic: 58 (year 2008),  Design Load: H 20,  Features Intersected: US-131 SB,  Facility Carried by Structure: LK MONTCALM RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.502,  Lanes on structure: 2,  Lanes under 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: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7424,  Location: 1.1 MI S OF M-82 (Lat: 43.381189,  Lng: -85.517956),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 50 (year 1988),  Average Future Daily Traffic: 58 (year 2008),  Design Load: H 20,  Features Intersected: US-131 NB,  Facility Carried by Structure: LK MONTCALM RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.624,  Lanes on structure: 2,  Lanes under 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: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7425,  Location: @ M-82 (Lat: 43.395850,  Lng: -85.514972),  Route carried "on" structure: State highway 82,  Year Built: 1971,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 3,800 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,370 (year 2034),  Design Load: HS 20,  Features Intersected: US-131 SB & M-46 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.858,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7426,  Location: @ M-82 (Lat: 43.395844,  Lng: -85.513458),  Route carried "on" structure: State highway 82,  Year Built: 1971,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 3,800 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,370 (year 2034),  Design Load: HS 20,  Features Intersected: US-131 NB & M-46 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.980,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.1m (98.8ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7427,  Location: 2.5 MI NW OF HOWARD CITY (Lat: 43.424831,  Lng: -85.495517),  Route carried "on" structure: State highway 46,  Year Built: 1979,  Status: Open,  Structure Length: 11.22m (36.81ft),  Average Daily Traffic: 6,427 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,233 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: US-131
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.575,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 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,  Length Of Structure Improvement: 11.22m (36.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $192,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7428,  Location: 3.3 MI NW HOWARD CITY (Lat: 43.439333,  Lng: -85.492264),  Route carried "on" structure: County highway 59,  Year Built: 1979,  Status: Open,  Structure Length: 13.99m (45.90ft),  Average Daily Traffic: 550 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 633 (year 2008),  Design Load: H 20,  Features Intersected: US-131,  Facility Carried by Structure: TAMARACK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.643,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.99m (45.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $167,000,  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: 7441,  Location: 1.0 MI E OF NEWAYGO COL (Lat: 43.395844,  Lng: -85.542839),  Route carried "on" structure: State highway 82,  Year Built: 1932,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 5,181 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,721 (year 2018),  Design Load: HS 20,  Features Intersected: TAMARACK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.601,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7459,  Location: 3.8 MI S OF M-46 (Lat: 43.376989,  Lng: -85.475500),  Route carried "on" structure: County highway 131,  Year Built: 2009,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 6,000 (year 2006),  Average Future Daily Traffic: 10,800 (year 2026),  Features Intersected: RICE CR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.210,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 98.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 7465,  Location: 0.1 MI WEST MAPLE HILL RD (Lat: 43.439156,  Lng: -85.483367),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 477 (year 2003),  Average Future Daily Traffic: 733 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: HANDY CREEK,  Facility Carried by Structure: TAMARACK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.364,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7466,  Location: 0.2 MI WEST MAPLE HILL RD (Lat: 43.439244,  Lng: -85.486844),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 533 (year 2003),  Average Future Daily Traffic: 733 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: HANDY CREEK,  Facility Carried by Structure: TAMARACK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.083,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 23.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.8 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: Equal to 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: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7468,  Location: TAMARACK AT MAPLE HILL RD (Lat: 43.438692,  Lng: -85.482394),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 577 (year 2003),  Average Future Daily Traffic: 833 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: HANDY CREEK,  Facility Carried by Structure: MAPLE HILL RD, 540
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7478,  Location: 0.3 MI. E OF US 131 (Lat: 43.395808,  Lng: -85.504208),  Route carried "on" structure: County highway 5978,  Year Built: 1957,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,843 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,785 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TAMARACK CR,  Facility Carried by Structure: OLD M-82
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.730,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 61.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7518,  Location: 0.60 SOUTH OF TAMARACK RD (Lat: 43.432253,  Lng: -85.537839),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 124 (year 2010),  Average Future Daily Traffic: 184 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MUSKEGON RIVER,  Facility Carried by Structure: DAGGET ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.328,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 7519,  Location: 1 MILE NORTH OF M-46 (Lat: 43.443186,  Lng: -85.462558),  Route carried "on" structure: County highway ,  Year Built: 1910,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 120 (year 2003),  Average Future Daily Traffic: 160 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: HANDY CREEK,  Facility Carried by Structure: REED ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.041,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 20.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7525,  Location: 0.10 EAST OF MARBLE ROAD (Lat: 43.399308,  Lng: -85.410931),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 107 (year 2003),  Average Future Daily Traffic: 146 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: TAMARACK CREEK,  Facility Carried by Structure: DEANER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.221,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7526,  Location: 0.75 WEST OF AMBLE ROAD (Lat: 43.410192,  Lng: -85.397150),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 63 (year 1998),  Average Future Daily Traffic: 88 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: TAMARACK CREEK,  Facility Carried by Structure: ALMY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.834,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 7533,  Location: HOWARD CITY (Lat: 43.397342,  Lng: -85.462478),  Route carried "on" structure: County highway ,  Year Built: 1930,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 570 (year 2004),  Average Future Daily Traffic: 866 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: TAMARACK CREEK,  Facility Carried by Structure: ORTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.175,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 120,  Subroute: 10),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 66.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 7534,  Location: IN HOWARD CITY (Lat: 43.400947,  Lng: -85.468714),  Route carried "on" structure: County highway 131,  Year Built: 1928,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 8,200 (year 2003),  Average Future Daily Traffic: 12,250 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: TAMARACK CR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.457,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13813,  Location: 0.2 MI EAST OF FEDERAL RD (Lat: 43.366717,  Lng: -85.474872),  Route carried "on" structure: County highway 530,  Year Built: 2014,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,525 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,770 (year 2020),  Design Load: HL 93,  Features Intersected: HERRON DRAIN,  Facility Carried by Structure: KENDAVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.114,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7421,  Location: 2.0 MI S OF M-82 (Lat: 43.366517,  Lng: -85.516150),  Route carried "under" structure: County highway 5964,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 180 (year 1988),  Features Intersected: KENDAVILLE RD,  Facility Carried by Structure: US-131 & M-46 SB
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 3.768,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 7422,  Location: 2.0 MI S OF M-82 (Lat: 43.366533,  Lng: -85.514367),  Route carried "under" structure: County highway 5964,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 180 (year 1988),  Features Intersected: KENDAVILLE RD,  Facility Carried by Structure: US-131 & M-46 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.912,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: 7423,  Location: 1.1 MI S OF M-82 (Lat: 43.381178,  Lng: -85.519456),  Route carried "under" structure: US 131,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 12,542 (year 2007),  Truck Traffic: 11%,  Features Intersected: US-131 SB,  Facility Carried by Structure: LK MONTCALM RD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.688,  Lanes on structure: 2,  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: 7424,  Location: 1.1 MI S OF M-82 (Lat: 43.381189,  Lng: -85.517956),  Route carried "under" structure: US 131,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 12,542 (year 2007),  Truck Traffic: 11%,  Features Intersected: US-131 NB,  Facility Carried by Structure: LK MONTCALM RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 10.696,  Lanes on structure: 2,  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: 7425,  Location: @ M-82 (Lat: 43.395850,  Lng: -85.514972),  Route carried "under" structure: US 131,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2014),  Truck Traffic: 10%,  Features Intersected: US-131 SB & M-46 SB,  Facility Carried by Structure: M-82
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 12.365,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 7426,  Location: @ M-82 (Lat: 43.395844,  Lng: -85.513458),  Route carried "under" structure: US 131,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2014),  Truck Traffic: 10%,  Features Intersected: US-131 NB & M-46 NB,  Facility Carried by Structure: M-82
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 12.368,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 7427,  Location: 2.5 MI NW OF HOWARD CITY (Lat: 43.424831,  Lng: -85.495517),  Route carried "under" structure: US 131,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 22,824 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-131,  Facility Carried by Structure: M-46 (EXTEN)
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 15.928,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 7428,  Location: 3.3 MI NW HOWARD CITY (Lat: 43.439333,  Lng: -85.492264),  Route carried "under" structure: US 131,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-131,  Facility Carried by Structure: TAMARACK ROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 17.563,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)