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

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Structure Number: 18,  Location: VILLAGE OF BLACK RIVER (Lat: 44.815017,  Lng: -83.302578),  Route carried "on" structure: County highway 184,  Year Built: 1984,  Status: Posted for load,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 280 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 375 (year 2023),  Design Load: HS 20,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: LAKESHORE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.993,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 22.8m (74.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 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: 2278,  Location: 4.0 MI NE OF POTTERVILLE (Lat: 42.682928,  Lng: -84.678322),  Route carried "on" structure: County highway 2003,  Year Built: 1989,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 1,500 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 (year 1977),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: DAVIS HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.015,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 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: Equal to 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: 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: 5905,  Location: 0.9 MI NW OF M-123 (Lat: 46.311186,  Lng: -85.525658),  Route carried "on" structure: State highway 28,  Year Built: 1993,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 3,756 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,543 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: E BR TEASPOON CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.359,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 126,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 5906,  Location: 5.5 MI E OF M-123 (Lat: 46.303561,  Lng: -85.393458),  Route carried "on" structure: State highway 28,  Year Built: 2001,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 2,127 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,129 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: W BR SAGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.880,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 126,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: 23.7 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 minimum criteria,  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: June 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: 6058,  Location: 0.5 WEST OF UTICA (Lat: 42.624458,  Lng: -83.061928),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 35,600 (year 1991),  Truck Traffic: 6%,  Design Load: HS 20,  Features Intersected: M-59,  Facility Carried by Structure: X OVER W/MOUND RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 420,  Subroute: 39),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 6691,  Location: IN MORLEY (Lat: 43.486036,  Lng: -85.445083),  Route carried "on" structure: US 131,  Year Built: 1993,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 5,177 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,766 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: LITTLE MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.026,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 42.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $263,000,  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: 6706,  Location: WEST OF MORLEY (Lat: 43.472128,  Lng: -85.478156),  Route carried "on" structure: US 131,  Year Built: 1979,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 20,200 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,500 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: LITTLE MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.480,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 180,  Subroute: 10),  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: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.5 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: Equal to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6707,  Location: WEST OF MORLEY (Lat: 43.472522,  Lng: -85.477428),  Route carried "on" structure: US 131,  Year Built: 1979,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 20,200 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,500 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: LITTLE MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.539,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 180,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 83.9 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 minimum criteria,  Deck Geometry: Equal to present desirable criteria,  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: Monolithic Concrete

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Structure Number: 6708,  Location: 2 MILES WEST OF MORLEY (Lat: 43.489722,  Lng: -85.485136),  Route carried "on" structure: County highway 5406,  Year Built: 1979,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 1,050 (year 1993),  Average Future Daily Traffic: 1,207 (year 2013),  Design Load: HS 20,  Features Intersected: US-131 SB,  Facility Carried by Structure: JEFFERSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.301,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $90,000,  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: 6709,  Location: 2 MILES WEST OF MORLEY (Lat: 43.489731,  Lng: -85.483806),  Route carried "on" structure: County highway 5406,  Year Built: 1979,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 1,050 (year 1988),  Average Future Daily Traffic: 1,207 (year 2008),  Design Load: HS 20,  Features Intersected: NB US-131,  Facility Carried by Structure: JEFFERSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.409,  Lanes on structure: 2,  Lanes under structure: 2,  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: 41.7m (136.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: 49.2 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $90,000,  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: 671,  Location: WEST OF MORLEY (Lat: 43.511411,  Lng: -85.486744),  Route carried "on" structure: US 131,  Year Built: 1979,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 20,300 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,600 (year 2034),  Design Load: Greater than HL93,  Features Intersected: 3 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.915,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 180,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.8 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: 33.7 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,  Underclear: Equal to 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6711,  Location: WEST OF MORLEY (Lat: 43.511419,  Lng: -85.485967),  Route carried "on" structure: US 131,  Year Built: 1979,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 20,300 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 23,600 (year 2034),  Design Load: Greater than HL93,  Features Intersected: 3 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.912,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 180,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 51.8 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: 33.7 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: Superior to present desirable criteria,  Underclear: Equal to 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6712,  Location: 3 MILES NW OF MORLEY (Lat: 43.525842,  Lng: -85.486039),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 110 (year 1981),  Average Future Daily Traffic: 110 (year 1977),  Design Load: H 20,  Features Intersected: US 131,  Facility Carried by Structure: 4 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.203,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.37m (37.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $107,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6757,  Location: EAST OF MORLEY (Lat: 43.490356,  Lng: -85.431542),  Route carried "on" structure: County highway 5406,  Year Built: 1969,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,510 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE MUSKEGON RIVER,  Facility Carried by Structure: JEFFERSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.041,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 17.6m (57.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6768,  Location: 0.2 MI N OF WASHINGTON RD (Lat: 43.477775,  Lng: -85.462603),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 204 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 237 (year 2040),  Design Load: Greater than HL93,  Features Intersected: LITTLE MUSKEGON RIVER,  Facility Carried by Structure: 190TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.309,  Lanes on structure: 2,  Owner: County 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: 25.2m (82.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.4 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: 58.3 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: 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: 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: 6786,  Location: VILLAGE OF MORLEY (Lat: 43.489633,  Lng: -85.448864),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 3,081 (year 1995),  Average Future Daily Traffic: 5,550 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: BIG CREEK,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.236,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.5 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 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7416,  Location: 0.2 MI S OF CUTLER RD (Lat: 43.455228,  Lng: -85.481478),  Route carried "on" structure: US 131,  Year Built: 1979,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10,150 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,800 (year 2034),  Design Load: HS 20,  Features Intersected: BRUCE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.545,  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: 3.0m (9.8ft)

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

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Structure Number: 7417,  Location: 0.2 MI S OF CUTLER RD (Lat: 43.455494,  Lng: -85.482800),  Route carried "on" structure: US 131,  Year Built: 1979,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 10,150 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,800 (year 2034),  Design Load: HS 20,  Features Intersected: BRUCE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.582,  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: 3.0m (9.8ft)

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

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Structure Number: 7429,  Location: 4 MI NW OF HOWARD CITY (Lat: 43.457311,  Lng: -85.481422),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 330 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 380 (year 2008),  Design Load: HS 20,  Features Intersected: US-131 SB,  Facility Carried by Structure: CUTLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.472,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 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,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $56,000,  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: 743,  Location: 4.0 MI NW OF HOWARD CITY (Lat: 43.457289,  Lng: -85.479808),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 330 (year 1988),  Average Future Daily Traffic: 380 (year 2008),  Design Load: HS 20,  Features Intersected: US-131 NB & RAMP,  Facility Carried by Structure: CUTLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.602,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $90,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13827,  Location: VILLAGE OF MORLEY (Lat: 43.497194,  Lng: -85.449750),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 30 (year 2012),  Average Future Daily Traffic: 35 (year 2032),  Design Load: H 20,  Features Intersected: BIG CREEK,  Facility Carried by Structure: TWO MILE RD, 9TH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.040,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 6708,  Location: 2 MILES WEST OF MORLEY (Lat: 43.489722,  Lng: -85.485136),  Route carried "under" structure: US 131,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 10,938 (year 2007),  Truck Traffic: 12%,  Features Intersected: US-131 SB,  Facility Carried by Structure: JEFFERSON ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.495,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 6709,  Location: 2 MILES WEST OF MORLEY (Lat: 43.489731,  Lng: -85.483806),  Route carried "under" structure: US 131,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 10,938 (year 2007),  Truck Traffic: 12%,  Features Intersected: NB US-131,  Facility Carried by Structure: JEFFERSON ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.485,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.7m (136.8ft)

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Structure Number: 671,  Location: WEST OF MORLEY (Lat: 43.511411,  Lng: -85.486744),  Route carried "under" structure: County highway 54,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 1988),  Features Intersected: 3 MILE ROAD,  Facility Carried by Structure: US-131 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 6.138,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.5m (83.7ft)

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Structure Number: 6711,  Location: WEST OF MORLEY (Lat: 43.511419,  Lng: -85.485967),  Route carried "under" structure: City street 1,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 1988),  Features Intersected: 3 MILE ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 6.201,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.5m (83.7ft)

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Structure Number: 6712,  Location: 3 MILES NW OF MORLEY (Lat: 43.525842,  Lng: -85.486039),  Route carried "under" structure: US 131,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 21,876 (year 2007),  Truck Traffic: 12%,  Features Intersected: US 131,  Facility Carried by Structure: 4 MILE ROAD
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 6.513,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 7429,  Location: 4 MI NW OF HOWARD CITY (Lat: 43.457311,  Lng: -85.481422),  Route carried "under" structure: US 131,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-131 SB,  Facility Carried by Structure: CUTLER ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 19.812,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 743,  Location: 4.0 MI NW OF HOWARD CITY (Lat: 43.457289,  Lng: -85.479808),  Route carried "under" structure: US 131,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-131 NB & RAMP,  Facility Carried by Structure: CUTLER ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 19.810,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)