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

Find on map >>   Show street view

Structure Number: 762,  Location: 5.0 MI SE OF BENZONIA (Lat: 44.557250,  Lng: -86.053350),  Route carried "on" structure: State highway 115,  Year Built: 1940,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,595 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,628 (year 2018),  Design Load: H 20,  Features Intersected: BETSIE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.976,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 107,  Subroute: 3),  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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 77,  Location: 3 MI EAST OF HONOR (Lat: 44.656339,  Lng: -85.958100),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 380 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 510 (year 2018),  Design Load: HS 20,  Features Intersected: PLATTE RIVER,  Facility Carried by Structure: HAZE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.262,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 18.1 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: Somewhat better than minimum adequacy,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1261,  Location: 0.5 MI E OF M-66 (Lat: 42.273511,  Lng: -85.169331),  Route carried "on" structure: Interstate 94,  Year Built: 1959,  Status: Open,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 22,400 (year 2010),  Truck Traffic: 23%,  Average Future Daily Traffic: 24,300 (year 2030),  Design Load: HS 20,  Features Intersected: 6 1/2 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.084,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 129,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 757,  Location: 1.0 MI S OF M-46 (Lat: 43.219708,  Lng: -86.204800),  Route carried "on" structure: US 31,  Year Built: 1960,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 32,065 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,874 (year 2038),  Design Load: HS 20,  Features Intersected: MI SHORE RR & LAKETON AV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.403,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  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: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 7571,  Location: 1.0 MI S OF M-46 (Lat: 43.219500,  Lng: -86.205119),  Route carried "on" structure: US 31,  Year Built: 1960,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 28,281 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,560 (year 2031),  Design Load: HS 20,  Features Intersected: MI SHORE RR & LAKETON AV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.403,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 7574,  Location: 2.3 MI N OF I-96 (Lat: 43.205022,  Lng: -86.204928),  Route carried "on" structure: County highway 2007,  Year Built: 1960,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 25,187 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,440 (year 1977),  Design Load: H 20,  Features Intersected: US-31,  Facility Carried by Structure: SHERMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.431,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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 replacement,  Underclear: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: 7575,  Location: @ M-46 (Lat: 43.234231,  Lng: -86.204514),  Route carried "on" structure: State highway 46,  Year Built: 1960,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 16,835 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,727 (year 2018),  Design Load: HS 20,  Features Intersected: US-31
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.581,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.44m (24.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $549,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7582,  Location: 2.0 MI N OF M-46 (Lat: 43.262917,  Lng: -86.205644),  Route carried "on" structure: US 31,  Year Built: 1964,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 19,600 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,540 (year 2035),  Design Load: HS 20,  Features Intersected: MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.245,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7583,  Location: 2.0 MI N OF M-46 (Lat: 43.262981,  Lng: -86.203492),  Route carried "on" structure: US 31,  Year Built: 1964,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 22,817 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,629 (year 2018),  Design Load: HS 20,  Features Intersected: MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.234,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Very good,  Channel: 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: Somewhat better than minimum adequacy,  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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7584,  Location: 2.6 MI N OF M-46 (Lat: 43.272475,  Lng: -86.203994),  Route carried "on" structure: US 31,  Year Built: 1964,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 19,600 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,540 (year 2035),  Design Load: HS 20,  Features Intersected: N CHAN MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.316,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7585,  Location: 2.6 MI N OF M-46 (Lat: 43.272439,  Lng: -86.202733),  Route carried "on" structure: US 31,  Year Built: 1964,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 19,600 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,540 (year 2035),  Design Load: HS 20,  Features Intersected: N CHAN MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.285,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7593,  Location: IN MUSKEGON (Lat: 43.245136,  Lng: -86.204325),  Route carried "on" structure: City street 2007,  Year Built: 1964,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 10,712 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,370 (year 1977),  Design Load: H 20,  Features Intersected: US-31,  Facility Carried by Structure: MARQUETTE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.853,  Lanes on structure: 4,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $182,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7594,  Location: 0.2 MI N OF MUSKEGON (Lat: 43.257375,  Lng: -86.206533),  Route carried "on" structure: Business US 31,  Year Built: 1964,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 20,000 (year 1995),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,844 (year 2015),  Design Load: HS 20,  Features Intersected: US-31 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.455,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 7),  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: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7595,  Location: 0.2 MI N OF MUSKEGON (Lat: 43.257375,  Lng: -86.206536),  Route carried "on" structure: Ramp US 31,  Year Built: 1964,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 4,200 (year 1988),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,100 (year 1977),  Design Load: HS 20,  Features Intersected: US-31 SB&US-31 BR EB(TOP,  Facility Carried by Structure: NB RAMP TO WB BR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.624,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7596,  Location: 2.0 MI NE OF MUSKEGON (Lat: 43.292503,  Lng: -86.208617),  Route carried "on" structure: US 31,  Year Built: 1964,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 22,817 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,858 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-120
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.612,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 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: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7597,  Location: 2.0 MI NE OF MUSKEGON (Lat: 43.292789,  Lng: -86.207933),  Route carried "on" structure: US 31,  Year Built: 1964,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 22,817 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,858 (year 2018),  Design Load: HS 20,  Features Intersected: M-120
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.619,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 9),  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: 3,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $125,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7611,  Location: IN MUSKEGON (Lat: 43.254258,  Lng: -86.235692),  Route carried "on" structure: State highway 120,  Year Built: 2001,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 27,282 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,883 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.093,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Inventory Rating: 47.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7634,  Location: IN MUSKEGON (Lat: 43.251569,  Lng: -86.233017),  Route carried "on" structure: Business US 31,  Year Built: 1964,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 9,943 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,061 (year 2018),  Design Load: HS 20,  Features Intersected: S BR MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.010,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7635,  Location: IN MUSKEGON (Lat: 43.253775,  Lng: -86.228694),  Route carried "on" structure: Business US 31,  Year Built: 1964,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 11,592 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,686 (year 2018),  Design Load: HS 20,  Features Intersected: S BR MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.444,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7636,  Location: IN MUSKEGON (Lat: 43.253308,  Lng: -86.228403),  Route carried "on" structure: Business US 31,  Year Built: 2010,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 11,592 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,686 (year 2018),  Design Load: Greater than HL93,  Features Intersected: MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.457,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 764,  Location: 1.3 MI E OF US-31 (Lat: 43.197431,  Lng: -86.186108),  Route carried "on" structure: County highway 2007,  Year Built: 1924,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 13,386 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,892 (year 2022),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.977,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7676,  Location: 0.5 MI W OF MILLIRON RD (Lat: 43.201236,  Lng: -86.165650),  Route carried "on" structure: County highway 2007,  Year Built: 1970,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 4,143 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,520 (year 2024),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: EAST BROADWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.166,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7682,  Location: 0.5 MI S OF RIVER RD (Lat: 43.288986,  Lng: -86.223161),  Route carried "on" structure: County highway 2007,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,799 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,850 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: NORTH GETTY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.782,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7698,  Location: 0.1 MI N OF ADDISON AVE (Lat: 43.218217,  Lng: -86.284536),  Route carried "on" structure: City street 2007,  Year Built: 1900,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 12,520 (year 2002),  Average Future Daily Traffic: 15,100 (year 2022),  Design Load: HS 20,  Features Intersected: RUDDIMAN CREEK,  Facility Carried by Structure: LAKESHORE DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.154,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 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: Better than present minimum 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7699,  Location: 0.02 E OF MYRTLE AVE (Lat: 43.236083,  Lng: -86.239358),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 1,972 (year 2004),  Average Future Daily Traffic: 2,009 (year 2024),  Design Load: HS 20,  Features Intersected: C O RAILROAD,  Facility Carried by Structure: AMITY ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.060,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 77,  Location: 0.25 MI N OF BAYOU ST (Lat: 43.251836,  Lng: -86.235003),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Closed,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 599 (year 2002),  Average Future Daily Traffic: 1,000 (year 2022),  Design Load: HS 15,  Features Intersected: MUSKEGON RIVER S BRANCH,  Facility Carried by Structure: OTTAWA ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.555,  Lanes on structure: 2,  Owner: City or Municipal 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: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Serious,  Superstructure: Imminent failure,  Substructure: Fair,  Channel: Fair,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  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 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 9406,  Location: 0.1 MI E OF CRESSWELL RD (Lat: 43.336228,  Lng: -83.993278),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1924,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 39 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 41 (year 2017),  Design Load: H 15,  Features Intersected: COLE DRAIN,  Facility Carried by Structure: MOORE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Serious,  Channel: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 1261,  Location: 0.20 MI N OF SOUTHERN AVE (Lat: 43.228408,  Lng: -86.259900),  Route carried "on" structure: Business US 31,  Year Built: 1993,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,347 (year 2007),  Average Future Daily Traffic: 10,000 (year 2022),  Design Load: HS 20,  Features Intersected: SB WEBSTER ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.248,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 13833,  Location: MUSKEGON TWP SEC 5 (Lat: 43.282444,  Lng: -86.232944),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 100 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 115 (year 2034),  Features Intersected: BEAR CREEK,  Facility Carried by Structure: ENGMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.4 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: 29.2 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 757,  Location: 1.0 MI S OF M-46 (Lat: 43.219708,  Lng: -86.204800),  Route carried "under" structure: City street 5006,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 14,140 (year 2011),  Truck Traffic: 4%,  Features Intersected: MI SHORE RR & LAKETON AV,  Facility Carried by Structure: US-31 NB
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 6.196,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

Find on map >>   Show street view

Structure Number: 7571,  Location: 1.0 MI S OF M-46 (Lat: 43.219500,  Lng: -86.205119),  Route carried "under" structure: City street 5006,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 14,140 (year 2011),  Truck Traffic: 4%,  Features Intersected: MI SHORE RR & LAKETON AV,  Facility Carried by Structure: US-31 SB
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 6.170,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

Find on map >>   Show street view

Structure Number: 7574,  Location: 2.3 MI N OF I-96 (Lat: 43.205022,  Lng: -86.204928),  Route carried "under" structure: US 31,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 62,644 (year 2007),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: SHERMAN RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 9.793,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 7575,  Location: @ M-46 (Lat: 43.234231,  Lng: -86.204514),  Route carried "under" structure: US 31,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 55,542 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-31,  Facility Carried by Structure: M-46 (APPLE ST)
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 13.038,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 7576,  Location: 1.5 MI S OF M-46 (Lat: 43.210717,  Lng: -86.205056),  Route carried "under" structure: US 31,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 60,688 (year 2007),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: MI SHORE RR (ABN)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 10.426,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.3m (79.7ft)

Find on map >>   Show street view

Structure Number: 7593,  Location: IN MUSKEGON (Lat: 43.245136,  Lng: -86.204325),  Route carried "under" structure: US 31,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 49,302 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-31,  Facility Carried by Structure: MARQUETTE RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 14.250,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

Find on map >>   Show street view

Structure Number: 7594,  Location: 0.2 MI N OF MUSKEGON (Lat: 43.257375,  Lng: -86.206533),  Route carried "under" structure: US 31,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 24,651 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-31 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 15.624,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 7595,  Location: 0.2 MI N OF MUSKEGON (Lat: 43.257375,  Lng: -86.206536),  Route carried "under" structure: US 31,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,035 (year 2007),  Truck Traffic: 5%,  Features Intersected: US-31 SB&US-31 BR EB(TOP,  Facility Carried by Structure: NB RAMP TO WB BR
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.290,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>   Show street view

Structure Number: 7596,  Location: 2.0 MI NE OF MUSKEGON (Lat: 43.292503,  Lng: -86.208617),  Route carried "under" structure: State highway 120,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 15,637 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-120,  Facility Carried by Structure: US-31 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.493,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

Find on map >>   Show street view

Structure Number: 7597,  Location: 2.0 MI NE OF MUSKEGON (Lat: 43.292789,  Lng: -86.207933),  Route carried "under" structure: State highway 120,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 25,498 (year 2007),  Truck Traffic: 1%,  Features Intersected: M-120,  Facility Carried by Structure: US-31 NB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 4.556,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

Find on map >>   Show street view

Structure Number: 762,  Location: IN MUSKEGON (Lat: 43.216675,  Lng: -86.259647),  Route carried "under" structure: Business Interstate 96,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 19,188 (year 2007),  Truck Traffic: 4%,  Features Intersected: US-31 BR,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 7.968,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 1261,  Location: 0.20 MI N OF SOUTHERN AVE (Lat: 43.228408,  Lng: -86.259900),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2004),  Truck Traffic: 10%,  Features Intersected: SB WEBSTER ST,  Facility Carried by Structure: US-31 BR NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 9.322,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)