Bridge Statistics for McBride, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 61Number of bridges
- 715ft / 218mTotal length
- $2,947,000Total costs
- 255,715Total average daily traffic
- 19,626Total average daily truck traffic
- 398,610Total future (year 1977) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for McBride
- No street view available for this location
- New bridges - historical statistics
- 71920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 111960-1969
- 81970-1979
- 51980-1989
- 71990-1999
- 92000-2009
- 82010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 21980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 2.0%Excellent
- 13.7%Very good
- 39.2%Good
- 27.5%Satisfactory
- 9.8%Fair
- 7.8%Poor
- Bridge Condition - Superstructure
- 2.0%Excellent
- 19.6%Very good
- 19.6%Good
- 21.6%Satisfactory
- 27.5%Fair
- 2.0%Poor
- 3.9%Serious
- 2.0%Critical
- 2.0%Imminent failure
- Bridge Condition - Substructure
- 2.0%Excellent
- 13.7%Very good
- 27.5%Good
- 35.3%Satisfactory
- 15.7%Fair
- 3.9%Poor
- 2.0%Serious
- Bridge Condition - Channel
- 12.5%Very good
- 27.1%Good
- 35.4%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Culverts
- 30.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 20.0%Fair
Find on map >> Show street view
Structure Number: 152, Location: 3.0 MI N OF PLAINWELL (Lat: 42.493472, Lng: -85.651650), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 240 (year 1988), Average Future Daily Traffic: 280 (year 2008), Design Load: H 15, Features Intersected: US-131, Facility Carried by Structure: 110 TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.253, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $7,000, Total Project Cost: $79,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 152, Location: 3.0 MI N OF PLAINWELL (Lat: 42.493472, Lng: -85.651650), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 240 (year 1988), Average Future Daily Traffic: 280 (year 2008), Design Load: H 15, Features Intersected: US-131, Facility Carried by Structure: 110 TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.253, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $7,000, Total Project Cost: $79,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 172, Location: JUST EAST OF HILL ROAD (Lat: 42.462431, Lng: -85.678908), Route carried "on" structure: County highway 312, Year Built: 1971, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,322 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 6,644 (year 2023), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 106TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.962, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 172, Location: JUST EAST OF HILL ROAD (Lat: 42.462431, Lng: -85.678908), Route carried "on" structure: County highway 312, Year Built: 1971, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,322 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 6,644 (year 2023), Design Load: HS 20+Mod, Features Intersected: GUN RIVER, Facility Carried by Structure: 106TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.962, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 177, Location: APPROX 1/4 MI W OF 44TH S (Lat: 42.552331, Lng: -85.979439), Route carried "on" structure: County highway 338, Year Built: 1924, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,077 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 2,154 (year 2023), Design Load: H 15, Features Intersected: SWAN CREEK, Facility Carried by Structure: 118TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 177, Location: APPROX 1/4 MI W OF 44TH S (Lat: 42.552331, Lng: -85.979439), Route carried "on" structure: County highway 338, Year Built: 1924, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,077 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 2,154 (year 2023), Design Load: H 15, Features Intersected: SWAN CREEK, Facility Carried by Structure: 118TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 347, Location: 0.3 MI S OF FAS RTE 191 (Lat: 45.124153, Lng: -83.635139), Route carried "on" structure: County highway 443, Year Built: 1972, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 300 (year 2010), Average Future Daily Traffic: 350 (year 2030), Design Load: HS 20, Features Intersected: THUNDER BAY RIVER, Facility Carried by Structure: HERRON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.5 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 347, Location: 0.3 MI S OF FAS RTE 191 (Lat: 45.124153, Lng: -83.635139), Route carried "on" structure: County highway 443, Year Built: 1972, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 300 (year 2010), Average Future Daily Traffic: 350 (year 2030), Design Load: HS 20, Features Intersected: THUNDER BAY RIVER, Facility Carried by Structure: HERRON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.5 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 708, Location: 0.2 MI S OF PINCONNING RD (Lat: 43.851144, Lng: -83.986275), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 676 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 1,082 (year 2020), Design Load: H 15, Features Intersected: PINCONNING RIVER, Facility Carried by Structure: MACKINAW RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 36.463, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 708, Location: 0.2 MI S OF PINCONNING RD (Lat: 43.851144, Lng: -83.986275), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 676 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 1,082 (year 2020), Design Load: H 15, Features Intersected: PINCONNING RIVER, Facility Carried by Structure: MACKINAW RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 36.463, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 814, Location: 1.0 MI N OF BRIDGEMAN (Lat: 41.968342, Lng: -86.550597), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 300 (year 2007), Average Future Daily Traffic: 330 (year 2022), Design Load: H 15, Features Intersected: I-94, Facility Carried by Structure: LIVINGSTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.719, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $81,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 814, Location: 1.0 MI N OF BRIDGEMAN (Lat: 41.968342, Lng: -86.550597), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 300 (year 2007), Average Future Daily Traffic: 330 (year 2022), Design Load: H 15, Features Intersected: I-94, Facility Carried by Structure: LIVINGSTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.719, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $81,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 889, Location: 2.0 MI W OF NILES (Lat: 41.836678, Lng: -86.314181), Route carried "on" structure: US 31, Year Built: 1984, Status: Open, Structure Length: 39.93m (131.00ft), Average Daily Traffic: 7,675 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 8,826 (year 2035), Design Load: HS 25 or greater, Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.929, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 177, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 90.8m (297.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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: 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, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 889, Location: 2.0 MI W OF NILES (Lat: 41.836678, Lng: -86.314181), Route carried "on" structure: US 31, Year Built: 1984, Status: Open, Structure Length: 39.93m (131.00ft), Average Daily Traffic: 7,675 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 8,826 (year 2035), Design Load: HS 25 or greater, Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.929, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 177, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 90.8m (297.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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: 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, Critical Feature Inspection Frequency: Every 15 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 896, Location: 3.5 MI SW OF NILES (Lat: 41.808261, Lng: -86.317003), Route carried "on" structure: US 31, Year Built: 1979, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,122 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 9,964 (year 2018), Design Load: HS 25 or greater, Features Intersected: AMTRAK RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.636, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 177, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 50.2 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 896, Location: 3.5 MI SW OF NILES (Lat: 41.808261, Lng: -86.317003), Route carried "on" structure: US 31, Year Built: 1979, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,122 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 9,964 (year 2018), Design Load: HS 25 or greater, Features Intersected: AMTRAK RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.636, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 177, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 50.2 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: 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: May 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: 1303, Location: FREDONIA TWP SEC 21 (Lat: 42.194464, Lng: -85.016689), Route carried "on" structure: County highway 1326, Year Built: 1920, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 290 (year 1995), Truck Traffic: 14%, Average Future Daily Traffic: 519 (year 2023), Features Intersected: NOTTAWA CREEK, Facility Carried by Structure: G DR SO
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.769, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1303, Location: FREDONIA TWP SEC 21 (Lat: 42.194464, Lng: -85.016689), Route carried "on" structure: County highway 1326, Year Built: 1920, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 290 (year 1995), Truck Traffic: 14%, Average Future Daily Traffic: 519 (year 2023), Features Intersected: NOTTAWA CREEK, Facility Carried by Structure: G DR SO
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.769, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1381, Location: 3 1/2 MI NW OF ALBION (Lat: 42.312542, Lng: -84.826783), Route carried "on" structure: County highway , Year Built: 1988, Status: Closed, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 151 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 282 (year 2024), Design Load: HS 20+Mod, Features Intersected: NO BR RICE CREEK, Facility Carried by Structure: 24 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.953, 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: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Imminent failure, Substructure: Fair, Channel: Good, Operating Rating: 13.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1381, Location: 3 1/2 MI NW OF ALBION (Lat: 42.312542, Lng: -84.826783), Route carried "on" structure: County highway , Year Built: 1988, Status: Closed, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 151 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 282 (year 2024), Design Load: HS 20+Mod, Features Intersected: NO BR RICE CREEK, Facility Carried by Structure: 24 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.953, 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: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Imminent failure, Substructure: Fair, Channel: Good, Operating Rating: 13.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 1938, Location: 100' S OF MAPLE RAPIDS RD (Lat: 43.104978, Lng: -84.426800), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 677 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,223 (year 2031), Design Load: H 20, Features Intersected: MAPLE RIVER, Facility Carried by Structure: SHEPARDSVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 24.872, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.7 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1938, Location: 100' S OF MAPLE RAPIDS RD (Lat: 43.104978, Lng: -84.426800), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 677 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,223 (year 2031), Design Load: H 20, Features Intersected: MAPLE RIVER, Facility Carried by Structure: SHEPARDSVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 24.872, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.7 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2059, Location: 5.3 MI S OF GRAYLING (Lat: 44.579664, Lng: -84.709858), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1984, Status: Open, Structure Length: 9.23m (30.28ft), Average Daily Traffic: 9,649 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 17,322 (year 2018), Design Load: HS 20+Mod, Features Intersected: US-127 NB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.844, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 53, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 91.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2059, Location: 5.3 MI S OF GRAYLING (Lat: 44.579664, Lng: -84.709858), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1984, Status: Open, Structure Length: 9.23m (30.28ft), Average Daily Traffic: 9,649 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 17,322 (year 2018), Design Load: HS 20+Mod, Features Intersected: US-127 NB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.844, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 53, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 91.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4317, Location: 0.1 M S NE COR SEC 36 T14 (Lat: 43.567422, Lng: -84.607797), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 220 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 269 (year 2035), Design Load: H 20, Features Intersected: POTTER CREEK, Facility Carried by Structure: E COUNTY LINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.3 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4317, Location: 0.1 M S NE COR SEC 36 T14 (Lat: 43.567422, Lng: -84.607797), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 220 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 269 (year 2035), Design Load: H 20, Features Intersected: POTTER CREEK, Facility Carried by Structure: E COUNTY LINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.3 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4319, Location: NW COR SEC 33 CHIPPEWA (Lat: 43.568119, Lng: -84.686681), Route carried "on" structure: ServiceCounty highway , Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,930 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,350 (year 2022), Design Load: HS 20, Features Intersected: POTTER CREEK, Facility Carried by Structure: DEERFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.6 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: May 2020, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Preformed Fabric
Structure Number: 4319, Location: NW COR SEC 33 CHIPPEWA (Lat: 43.568119, Lng: -84.686681), Route carried "on" structure: ServiceCounty highway , Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,930 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,350 (year 2022), Design Load: HS 20, Features Intersected: POTTER CREEK, Facility Carried by Structure: DEERFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 29.8m (97.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.6 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: May 2020, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 4437, Location: 500' N OF REED ROAD (Lat: 42.141547, Lng: -84.364392), Route carried "on" structure: US 127, Year Built: 1953, Year Reconstructed: 2002, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 16,125 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 21,820 (year 2020), Design Load: HS 25 or greater, Features Intersected: GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.561, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 89, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 95.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 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: 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
Structure Number: 4437, Location: 500' N OF REED ROAD (Lat: 42.141547, Lng: -84.364392), Route carried "on" structure: US 127, Year Built: 1953, Year Reconstructed: 2002, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 16,125 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 21,820 (year 2020), Design Load: HS 25 or greater, Features Intersected: GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.561, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 89, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 95.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 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: 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
Find on map >> Show street view
Structure Number: 6578, Location: 5 MI SW OF S END OF 581 H (Lat: 46.280103, Lng: -87.855947), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1989, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 55 (year 2001), Average Future Daily Traffic: 75 (year 2020), Design Load: HS 20+Mod, Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: CAA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 80.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 6578, Location: 5 MI SW OF S END OF 581 H (Lat: 46.280103, Lng: -87.855947), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1989, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 55 (year 2001), Average Future Daily Traffic: 75 (year 2020), Design Load: HS 20+Mod, Features Intersected: FLAT ROCK CREEK, Facility Carried by Structure: CAA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 80.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 6579, Location: 3 MI E OF NEW SWANZY (Lat: 46.273161, Lng: -87.368828), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2034), Design Load: Greater than HL93, Features Intersected: MEHL AND LITTLE LK OVRFL, Facility Carried by Structure: EM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.270, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 80.0 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: 61.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6579, Location: 3 MI E OF NEW SWANZY (Lat: 46.273161, Lng: -87.368828), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2034), Design Load: Greater than HL93, Features Intersected: MEHL AND LITTLE LK OVRFL, Facility Carried by Structure: EM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.270, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 80.0 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: 61.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 6583, Location: 0.2 MI N OF 478 HWY (Lat: 46.427933, Lng: -87.929211), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 20 (year 1996), Average Future Daily Traffic: 30 (year 2020), Design Load: HS 20+Mod, Features Intersected: BLACK RIVER, Facility Carried by Structure: FFK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.217, 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: 11.8m (38.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.8 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: 23.7 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $77,000 ( Estimate for 2050), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 6583, Location: 0.2 MI N OF 478 HWY (Lat: 46.427933, Lng: -87.929211), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 20 (year 1996), Average Future Daily Traffic: 30 (year 2020), Design Load: HS 20+Mod, Features Intersected: BLACK RIVER, Facility Carried by Structure: FFK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.217, 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: 11.8m (38.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.8 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: 23.7 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $77,000 ( Estimate for 2050), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 6646, Location: 3.6 MI SE OF LUDINGTON (Lat: 43.927136, Lng: -86.384292), Route carried "on" structure: US 31, Year Built: 1989, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 2,498 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 3,385 (year 2018), Design Load: HS 25 or greater, Features Intersected: PERE MARQUETTE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.372, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 190, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.3 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, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6646, Location: 3.6 MI SE OF LUDINGTON (Lat: 43.927136, Lng: -86.384292), Route carried "on" structure: US 31, Year Built: 1989, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 2,498 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 3,385 (year 2018), Design Load: HS 25 or greater, Features Intersected: PERE MARQUETTE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.372, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 190, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.3 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, Inspection Date: May 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: 7094, Location: 1.0 MI S OF M-50 (Lat: 41.945608, Lng: -83.665925), Route carried "on" structure: US 23, Year Built: 1958, Year Reconstructed: 2003, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 17,262 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 19,397 (year 2018), Design Load: HS 20, Features Intersected: RIVER RAISIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.346, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 122, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 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: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 75.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,199,000, Roadway Improvement Cost: $17,000, Total Project Cost: $204,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7094, Location: 1.0 MI S OF M-50 (Lat: 41.945608, Lng: -83.665925), Route carried "on" structure: US 23, Year Built: 1958, Year Reconstructed: 2003, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 17,262 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 19,397 (year 2018), Design Load: HS 20, Features Intersected: RIVER RAISIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.346, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 122, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 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: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 75.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,199,000, Roadway Improvement Cost: $17,000, Total Project Cost: $204,000, 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: 7248, Location: 2.6 MI NE OF DUNDEE VILL (Lat: 41.980458, Lng: -83.616314), Route carried "on" structure: County highway 5866, Year Built: 1966, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,180 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,357 (year 2037), Design Load: H 20, Features Intersected: SALINE RIVER, Facility Carried by Structure: BIGELOW RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.311, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 70.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7248, Location: 2.6 MI NE OF DUNDEE VILL (Lat: 41.980458, Lng: -83.616314), Route carried "on" structure: County highway 5866, Year Built: 1966, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,180 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,357 (year 2037), Design Load: H 20, Features Intersected: SALINE RIVER, Facility Carried by Structure: BIGELOW RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.311, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 70.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 7254, Location: .3 MI N OF CONE ROAD (Lat: 42.035672, Lng: -83.772589), Route carried "on" structure: County highway , Year Built: 1929, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 126 (year 2038), Features Intersected: MILAN-MACON DRAIN, Facility Carried by Structure: LENAWEE CO LINE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.144, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Critical, Substructure: Poor, Channel: Poor, Operating Rating: 20.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.6 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 replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 7254, Location: .3 MI N OF CONE ROAD (Lat: 42.035672, Lng: -83.772589), Route carried "on" structure: County highway , Year Built: 1929, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 126 (year 2038), Features Intersected: MILAN-MACON DRAIN, Facility Carried by Structure: LENAWEE CO LINE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.144, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Critical, Substructure: Poor, Channel: Poor, Operating Rating: 20.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.6 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 replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 7467, Location: 0.5 NORTH OF TAMARACK RD (Lat: 43.445936, Lng: -85.512092), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 712 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 869 (year 2036), Design Load: HS 20+Mod, Features Intersected: LITTLE MUSKEGON RIVER, Facility Carried by Structure: LONG RD, CO 540
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.711, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7467, Location: 0.5 NORTH OF TAMARACK RD (Lat: 43.445936, Lng: -85.512092), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 712 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 869 (year 2036), Design Load: HS 20+Mod, Features Intersected: LITTLE MUSKEGON RIVER, Facility Carried by Structure: LONG RD, CO 540
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.711, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7492, Location: 0.4 MI N HOLLAND LAKE RD (Lat: 43.243517, Lng: -84.935022), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 133 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 211 (year 2027), Design Load: HS 25 or greater, Features Intersected: FISH CREEK, Facility Carried by Structure: SLOAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.123, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7492, Location: 0.4 MI N HOLLAND LAKE RD (Lat: 43.243517, Lng: -84.935022), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 133 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 211 (year 2027), Design Load: HS 25 or greater, Features Intersected: FISH CREEK, Facility Carried by Structure: SLOAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.123, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: April 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: 8141, Location: NORTH OF GARDEN (Lat: 42.573986, Lng: -83.559822), Route carried "on" structure: County highway 6319, Year Built: 2018, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 9,900 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 10,407 (year 2037), Design Load: Greater than HL93, Features Intersected: HURON RIVER, Facility Carried by Structure: WIXOM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.244, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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
Structure Number: 8141, Location: NORTH OF GARDEN (Lat: 42.573986, Lng: -83.559822), Route carried "on" structure: County highway 6319, Year Built: 2018, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 9,900 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 10,407 (year 2037), Design Load: Greater than HL93, Features Intersected: HURON RIVER, Facility Carried by Structure: WIXOM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.244, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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
Find on map >> Show street view
Structure Number: 8144, Location: BET WALTON AND PELTON RDS (Lat: 42.706853, Lng: -83.375558), Route carried "on" structure: County highway 2059, Year Built: 1928, Status: Posted for load, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 15,800 (year 2014), Average Future Daily Traffic: 21,300 (year 2034), Design Load: HS 20+Mod, Features Intersected: CLINTON RIVER, Facility Carried by Structure: SASHABAW RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 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, Deck Geometry: Somewhat better than minimum adequacy, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $590,000 ( Estimate for 2050), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8144, Location: BET WALTON AND PELTON RDS (Lat: 42.706853, Lng: -83.375558), Route carried "on" structure: County highway 2059, Year Built: 1928, Status: Posted for load, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 15,800 (year 2014), Average Future Daily Traffic: 21,300 (year 2034), Design Load: HS 20+Mod, Features Intersected: CLINTON RIVER, Facility Carried by Structure: SASHABAW RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 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, Deck Geometry: Somewhat better than minimum adequacy, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $590,000 ( Estimate for 2050), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 8371, Location: 1 MI SE OF PENTWATER (Lat: 43.763767, Lng: -86.408558), Route carried "on" structure: County highway 6429, Year Built: 1964, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,000 (year 2005), Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: PENTWATER RIVER, Facility Carried by Structure: LONG BRIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 8371, Location: 1 MI SE OF PENTWATER (Lat: 43.763767, Lng: -86.408558), Route carried "on" structure: County highway 6429, Year Built: 1964, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,000 (year 2005), Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: PENTWATER RIVER, Facility Carried by Structure: LONG BRIDGE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: 84, Location: 0.2 MI N OF HAYES RD (Lat: 43.576186, Lng: -86.369253), Route carried "on" structure: County highway , Year Built: 1922, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 220 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2013), Design Load: HS 20, Features Intersected: DORRANCE CREEK, Facility Carried by Structure: WATER RD (OLD 31)
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.769, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84, Location: 0.2 MI N OF HAYES RD (Lat: 43.576186, Lng: -86.369253), Route carried "on" structure: County highway , Year Built: 1922, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 220 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2013), Design Load: HS 20, Features Intersected: DORRANCE CREEK, Facility Carried by Structure: WATER RD (OLD 31)
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.769, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 8997, Location: 3.4 MI N OF CLARE CO LINE (Lat: 44.210511, Lng: -84.796842), Route carried "on" structure: US 127, Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,431 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 7,233 (year 2018), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.501, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 105, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8997, Location: 3.4 MI N OF CLARE CO LINE (Lat: 44.210511, Lng: -84.796842), Route carried "on" structure: US 127, Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,431 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 7,233 (year 2018), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.501, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 105, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 8998, Location: 3.4 MI N OF CLARE CO LINE (Lat: 44.210128, Lng: -84.795678), Route carried "on" structure: US 127, Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,431 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 7,233 (year 2018), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.461, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 105, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 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: Equal 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8998, Location: 3.4 MI N OF CLARE CO LINE (Lat: 44.210128, Lng: -84.795678), Route carried "on" structure: US 127, Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,431 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 7,233 (year 2018), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.461, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 105, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 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: Equal 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 8999, Location: 2.8 MI N OF CLARE CO LINE (Lat: 44.201064, Lng: -84.796772), Route carried "on" structure: County highway 402, Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 100 (year 1988), Average Future Daily Traffic: 70 (year 1977), Design Load: H 15, Features Intersected: US-127 SB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.506, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 8999, Location: 2.8 MI N OF CLARE CO LINE (Lat: 44.201064, Lng: -84.796772), Route carried "on" structure: County highway 402, Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 100 (year 1988), Average Future Daily Traffic: 70 (year 1977), Design Load: H 15, Features Intersected: US-127 SB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.506, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 9177, Location: 6.0 MI N OF GENESEE COL (Lat: 43.308219, Lng: -83.735078), Route carried "on" structure: State highway 83, Year Built: 2009, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,120 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,430 (year 2026), Design Load: HS 25 or greater, Features Intersected: DEAD CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.652, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 46, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9177, Location: 6.0 MI N OF GENESEE COL (Lat: 43.308219, Lng: -83.735078), Route carried "on" structure: State highway 83, Year Built: 2009, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,120 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,430 (year 2026), Design Load: HS 25 or greater, Features Intersected: DEAD CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.652, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 46, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: October 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: 9575, Location: SEC 19 BRIDGEHAMPTON TWP (Lat: 43.456992, Lng: -82.752164), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 225 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 405 (year 2030), Design Load: H 20, Features Intersected: FYE DRAIN, Facility Carried by Structure: RANGE LINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.455, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Poor, 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: 66.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 9575, Location: SEC 19 BRIDGEHAMPTON TWP (Lat: 43.456992, Lng: -82.752164), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 225 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 405 (year 2030), Design Load: H 20, Features Intersected: FYE DRAIN, Facility Carried by Structure: RANGE LINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.455, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Poor, 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: 66.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 10005, Location: 5.1 MI SW OF M-25 (Lat: 42.851425, Lng: -82.572858), Route carried "on" structure: County highway 7748, Year Built: 1964, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 1,200 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 1,380 (year 2013), Design Load: H 15, Features Intersected: I-94, Facility Carried by Structure: RATTLE RUN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.916, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 10005, Location: 5.1 MI SW OF M-25 (Lat: 42.851425, Lng: -82.572858), Route carried "on" structure: County highway 7748, Year Built: 1964, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 1,200 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 1,380 (year 2013), Design Load: H 15, Features Intersected: I-94, Facility Carried by Structure: RATTLE RUN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.916, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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
Find on map >> Show street view
Structure Number: 10575, Location: SEC 36 ELLINGTON TWP (Lat: 43.498078, Lng: -83.234008), Route carried "on" structure: ServiceCounty highway , Year Built: 1979, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 165 (year 2009), Average Future Daily Traffic: 300 (year 2029), Design Load: HS 20, Features Intersected: SOUTH BR WHITE CREEK, Facility Carried by Structure: GILFORD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.421, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10575, Location: SEC 36 ELLINGTON TWP (Lat: 43.498078, Lng: -83.234008), Route carried "on" structure: ServiceCounty highway , Year Built: 1979, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 165 (year 2009), Average Future Daily Traffic: 300 (year 2029), Design Load: HS 20, Features Intersected: SOUTH BR WHITE CREEK, Facility Carried by Structure: GILFORD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.421, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10663, Location: SEC 7 WELLS TWP (Lat: 43.479378, Lng: -83.329956), Route carried "on" structure: ServiceCounty highway , Year Built: 2016, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 540 (year 2016), Average Future Daily Traffic: 975 (year 2036), Design Load: Greater than HL93, Features Intersected: SUCKER CREEK, Facility Carried by Structure: FRANKFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 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: 57.7 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10663, Location: SEC 7 WELLS TWP (Lat: 43.479378, Lng: -83.329956), Route carried "on" structure: ServiceCounty highway , Year Built: 2016, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 540 (year 2016), Average Future Daily Traffic: 975 (year 2036), Design Load: Greater than HL93, Features Intersected: SUCKER CREEK, Facility Carried by Structure: FRANKFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 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: 57.7 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10664, Location: SEC 32 WELLS TWP (Lat: 43.418300, Lng: -83.315553), Route carried "on" structure: ServiceCounty highway , Year Built: 2021, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 285 (year 2009), Average Future Daily Traffic: 515 (year 2029), Design Load: HL 93, Features Intersected: SUCKER CREEK DRAIN, Facility Carried by Structure: LEE HILL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.363, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 93.0 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: 71.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $189,000, Total Project Cost: $764,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10664, Location: SEC 32 WELLS TWP (Lat: 43.418300, Lng: -83.315553), Route carried "on" structure: ServiceCounty highway , Year Built: 2021, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 285 (year 2009), Average Future Daily Traffic: 515 (year 2029), Design Load: HL 93, Features Intersected: SUCKER CREEK DRAIN, Facility Carried by Structure: LEE HILL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.363, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 93.0 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: 71.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $189,000, Total Project Cost: $764,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 10665, Location: SEC 32-33 WELLS TWP (Lat: 43.422281, Lng: -83.305711), Route carried "on" structure: ServiceCounty highway , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 105 (year 2009), Average Future Daily Traffic: 190 (year 2029), Design Load: H 15, Features Intersected: SUCKER CREEK DRAIN, Facility Carried by Structure: MURRAY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.363, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10665, Location: SEC 32-33 WELLS TWP (Lat: 43.422281, Lng: -83.305711), Route carried "on" structure: ServiceCounty highway , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 105 (year 2009), Average Future Daily Traffic: 190 (year 2029), Design Load: H 15, Features Intersected: SUCKER CREEK DRAIN, Facility Carried by Structure: MURRAY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.363, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete