Bridge Statistics for Vermilion, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21900-1909
- 11920-1929
- 141950-1959
- 261970-1979
- 11980-1989
- 61990-1999
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 61980-1989
- 21990-1999
- Bridge Condition - Deck
- 18.2%Excellent
- 6.1%Very good
- 57.6%Good
- 9.1%Satisfactory
- 6.1%Fair
- 3.0%Serious
- Bridge Condition - Superstructure
- 5.9%Excellent
- 32.4%Very good
- 38.2%Good
- 8.8%Satisfactory
- 8.8%Fair
- 2.9%Poor
- 2.9%Serious
- Bridge Condition - Substructure
- 5.9%Excellent
- 17.6%Very good
- 55.9%Good
- 11.8%Satisfactory
- 8.8%Fair
- Bridge Condition - Channel
- 5.6%Excellent
- 5.6%Very good
- 44.4%Good
- 38.9%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 33.3%Excellent
- 33.3%Good
- 33.3%Satisfactory
Find on map >> Show street view
Structure Number: 2202212, Location: 5.48 MI W SR 2 (Lat: 41.411619, Lng: -82.398469), Route carried "on" structure: US 6, Year Built: 1984, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,577 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 4,965 (year 2035), Design Load: HS 20+Mod, Features Intersected: DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.937, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2202212, Location: 5.48 MI W SR 2 (Lat: 41.411619, Lng: -82.398469), Route carried "on" structure: US 6, Year Built: 1984, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,577 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 4,965 (year 2035), Design Load: HS 20+Mod, Features Intersected: DARBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.937, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 2202344, Location: .60 MI W LOR. CO. LINE (Lat: 41.422189, Lng: -82.358769), Route carried "on" structure: US 6, Year Built: 1928, Year Reconstructed: 1986, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 15,119 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 20,985 (year 2035), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 46.558, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 74.1m (243.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.16m (36.61ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $400,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2202344, Location: .60 MI W LOR. CO. LINE (Lat: 41.422189, Lng: -82.358769), Route carried "on" structure: US 6, Year Built: 1928, Year Reconstructed: 1986, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 15,119 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 20,985 (year 2035), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 46.558, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 74.1m (243.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.16m (36.61ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $400,000, 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: 2202514, Location: .8 MILES N OF SR.2 (Lat: 41.409039, Lng: -82.365289), Route carried "on" structure: State highway 60, Year Built: 2010, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 10,495 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 14,567 (year 2035), Design Load: HS 25 or greater, Features Intersected: EDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.355, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 2202514, Location: .8 MILES N OF SR.2 (Lat: 41.409039, Lng: -82.365289), Route carried "on" structure: State highway 60, Year Built: 2010, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 10,495 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 14,567 (year 2035), Design Load: HS 25 or greater, Features Intersected: EDSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.355, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 2203146, Location: .56 MILES EAST OF SR 60 (Lat: 41.331969, Lng: -82.350219), Route carried "on" structure: State highway 113, Year Built: 1997, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 3,777 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,242 (year 2035), Design Load: HS 20+Mod, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.040, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2203146, Location: .56 MILES EAST OF SR 60 (Lat: 41.331969, Lng: -82.350219), Route carried "on" structure: State highway 113, Year Built: 1997, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 3,777 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,242 (year 2035), Design Load: HS 20+Mod, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.040, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 2204894, Location: 5.04 MILES EAST OF SR 61 (Lat: 41.389239, Lng: -82.406019), Route carried "on" structure: County highway C0143, Year Built: 1973, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 715 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 992 (year 2037), Design Load: HS 20, Features Intersected: OVER ERI-002-2720, Facility Carried by Structure: C-143 RISDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.948, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2204894, Location: 5.04 MILES EAST OF SR 61 (Lat: 41.389239, Lng: -82.406019), Route carried "on" structure: County highway C0143, Year Built: 1973, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 715 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 992 (year 2037), Design Load: HS 20, Features Intersected: OVER ERI-002-2720, Facility Carried by Structure: C-143 RISDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.948, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 2204924, Location: 6.05 MILES EAST OF SR 61 (Lat: 41.397119, Lng: -82.389900), Route carried "on" structure: County highway T0147, Year Built: 1973, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 1,233 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,711 (year 2037), Design Load: HS 20, Features Intersected: OVER ERI-002-2820, Facility Carried by Structure: T-147 COEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.183, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2204924, Location: 6.05 MILES EAST OF SR 61 (Lat: 41.397119, Lng: -82.389900), Route carried "on" structure: County highway T0147, Year Built: 1973, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 1,233 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,711 (year 2037), Design Load: HS 20, Features Intersected: OVER ERI-002-2820, Facility Carried by Structure: T-147 COEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.183, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 2204932, Location: OVER SR 60 (Lat: 41.398019, Lng: -82.365050), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 8,684 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 12,053 (year 2035), Design Load: HS 20, Features Intersected: OVER ERI-060-0814
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.476, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2204932, Location: OVER SR 60 (Lat: 41.398019, Lng: -82.365050), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 8,684 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 12,053 (year 2035), Design Load: HS 20, Features Intersected: OVER ERI-060-0814
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.476, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 220494, Location: OVER SR 60 (Lat: 41.397750, Lng: -82.365061), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 8,684 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 12,053 (year 2035), Design Load: HS 20, Features Intersected: OVER ERI-060-0816
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.476, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 220494, Location: OVER SR 60 (Lat: 41.397750, Lng: -82.365061), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 8,684 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 12,053 (year 2035), Design Load: HS 20, Features Intersected: OVER ERI-060-0816
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.476, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2229927, Location: 11.2MI WEST OF EXIT 8A (Lat: 41.338111, Lng: -82.359981), Route carried "on" structure: State highway 60, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 3,843 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 5,334 (year 2037), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.387, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2229927, Location: 11.2MI WEST OF EXIT 8A (Lat: 41.338111, Lng: -82.359981), Route carried "on" structure: State highway 60, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 3,843 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 5,334 (year 2037), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.387, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2229943, Location: 10.7MI WEST OF EXIT 8A (Lat: 41.341269, Lng: -82.351561), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1998, Status: Open, Structure Length: 12.05m (39.53ft), Average Daily Traffic: 20,287 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 28,158 (year 2035), Design Load: HS 20+Mod, Features Intersected: VERMILION RIVER, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.811, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 36.8m (120.7ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2229943, Location: 10.7MI WEST OF EXIT 8A (Lat: 41.341269, Lng: -82.351561), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1998, Status: Open, Structure Length: 12.05m (39.53ft), Average Daily Traffic: 20,287 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 28,158 (year 2035), Design Load: HS 20+Mod, Features Intersected: VERMILION RIVER, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.811, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 36.8m (120.7ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2229986, Location: 10.4MI WEST OF EXIT 8A (Lat: 41.343089, Lng: -82.344669), Route carried "on" structure: County highway T0066, Year Built: 1954, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 32,000 (year 1990), Truck Traffic: 25%, Average Future Daily Traffic: 44,416 (year 2010), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: DEAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.038, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2229986, Location: 10.4MI WEST OF EXIT 8A (Lat: 41.343089, Lng: -82.344669), Route carried "on" structure: County highway T0066, Year Built: 1954, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 32,000 (year 1990), Truck Traffic: 25%, Average Future Daily Traffic: 44,416 (year 2010), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: DEAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.038, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 2231272, Location: V-105 (Lat: 41.410169, Lng: -82.369500), Route carried "on" structure: City street T0071, Year Built: 2020, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: HABER RD/EDSON CREEK, Facility Carried by Structure: Haber Rd TR71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2231272, Location: V-105 (Lat: 41.410169, Lng: -82.369500), Route carried "on" structure: City street T0071, Year Built: 2020, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: HABER RD/EDSON CREEK, Facility Carried by Structure: Haber Rd TR71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 2231522, Location: V-201 (Lat: 41.405581, Lng: -82.406581), Route carried "on" structure: County highway C0143, Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 698 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 969 (year 2035), Design Load: HS 20, Features Intersected: RISDEN RD-DARBY CREEK, Facility Carried by Structure: RISDEN RD CR143
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2231522, Location: V-201 (Lat: 41.405581, Lng: -82.406581), Route carried "on" structure: County highway C0143, Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 698 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 969 (year 2035), Design Load: HS 20, Features Intersected: RISDEN RD-DARBY CREEK, Facility Carried by Structure: RISDEN RD CR143
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 22681, Location: In The Vermilion Lagoons (Lat: 41.425489, Lng: -82.361150), Route carried "on" structure: City street ANCWY, Year Built: 1994, Status: Posted for load, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2040), Design Load: HS 20, Features Intersected: LAGOON, Facility Carried by Structure: ANCHORAGE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 22681, Location: In The Vermilion Lagoons (Lat: 41.425489, Lng: -82.361150), Route carried "on" structure: City street ANCWY, Year Built: 1994, Status: Posted for load, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 140 (year 2040), Design Load: HS 20, Features Intersected: LAGOON, Facility Carried by Structure: ANCHORAGE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 2268102, Location: 100' North of SR 6 (Lat: 41.423319, Lng: -82.355861), Route carried "on" structure: City street PRKDR, Year Built: 1975, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 416 (year 2037), Design Load: HS 20+Mod, Features Intersected: Lagoon, Facility Carried by Structure: PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, 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: 29.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2268102, Location: 100' North of SR 6 (Lat: 41.423319, Lng: -82.355861), Route carried "on" structure: City street PRKDR, Year Built: 1975, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 416 (year 2037), Design Load: HS 20+Mod, Features Intersected: Lagoon, Facility Carried by Structure: PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, 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: 29.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2268104, Location: 1/4 Mile South of SR 6 (Lat: 41.420281, Lng: -82.351411), Route carried "on" structure: City street VRMIL, Year Built: 1975, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 1,867 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 4,042 (year 2037), Design Load: HS 20+Mod, Features Intersected: NSRR RAILROAD, Facility Carried by Structure: VERMILION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, 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: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2268104, Location: 1/4 Mile South of SR 6 (Lat: 41.420281, Lng: -82.351411), Route carried "on" structure: City street VRMIL, Year Built: 1975, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 1,867 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 4,042 (year 2037), Design Load: HS 20+Mod, Features Intersected: NSRR RAILROAD, Facility Carried by Structure: VERMILION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, 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: 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4700597, Location: .80 MI E ERIE CO LINE (Lat: 41.425011, Lng: -82.331511), Route carried "on" structure: US 6, Year Built: 1995, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 13,341 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,517 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER N&W R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.8m (192.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature 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: 4700597, Location: .80 MI E ERIE CO LINE (Lat: 41.425011, Lng: -82.331511), Route carried "on" structure: US 6, Year Built: 1995, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 13,341 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,517 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER N&W R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.8m (192.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature 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: 4705351, Location: 1.45 MI E OF SR60 (Lat: 41.334750, Lng: -82.335689), Route carried "on" structure: State highway 113, Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,864 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,363 (year 2035), Design Load: HS 20+Mod, Features Intersected: LATIMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4705351, Location: 1.45 MI E OF SR60 (Lat: 41.334750, Lng: -82.335689), Route carried "on" structure: State highway 113, Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,864 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,363 (year 2035), Design Load: HS 20+Mod, Features Intersected: LATIMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4707761, Location: .3 MI E OF ERIE CO LINE (Lat: 41.402139, Lng: -82.341169), Route carried "on" structure: County highway T0069, Year Built: 1973, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 1,105 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 42,197 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002-0030, Facility Carried by Structure: T-69 WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.276, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 22.7 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Latex Concrete
Structure Number: 4707761, Location: .3 MI E OF ERIE CO LINE (Lat: 41.402139, Lng: -82.341169), Route carried "on" structure: County highway T0069, Year Built: 1973, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 1,105 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 42,197 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002-0030, Facility Carried by Structure: T-69 WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.276, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 22.7 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, 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: Latex Concrete
Find on map >> Show street view
Structure Number: 4707796, Location: .97 MILES EAST OF ERIE CO (Lat: 41.403511, Lng: -82.328389), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 15,201 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 21,099 (year 2035), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4707796, Location: .97 MILES EAST OF ERIE CO (Lat: 41.403511, Lng: -82.328389), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 15,201 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 21,099 (year 2035), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 4707818, Location: .97 MILES EAST OF ERIE CO (Lat: 41.403761, Lng: -82.328419), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 15,201 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 21,099 (year 2035), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4707818, Location: .97 MILES EAST OF ERIE CO (Lat: 41.403761, Lng: -82.328419), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 13.81m (45.31ft), Average Daily Traffic: 15,201 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 21,099 (year 2035), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 4707834, Location: 1.07 MI E OF ERIE CO LINE (Lat: 41.403331, Lng: -82.326561), Route carried "on" structure: County highway C0070, Year Built: 1973, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 1,962 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 42,197 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002 -0106, Facility Carried by Structure: T-70 VERMILION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.157, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: Integral Concrete
Structure Number: 4707834, Location: 1.07 MI E OF ERIE CO LINE (Lat: 41.403331, Lng: -82.326561), Route carried "on" structure: County highway C0070, Year Built: 1973, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 1,962 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 42,197 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002 -0106, Facility Carried by Structure: T-70 VERMILION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.157, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: Integral Concrete
Find on map >> Show street view
Structure Number: 470785, Location: 1.51 MI E OF ERIE CO LINE (Lat: 41.403800, Lng: -82.318031), Route carried "on" structure: County highway C7000, Year Built: 1973, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 585 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 33,967 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002 -0151, Facility Carried by Structure: T-70 Vermilion Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.3 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Integral Concrete
Structure Number: 470785, Location: 1.51 MI E OF ERIE CO LINE (Lat: 41.403800, Lng: -82.318031), Route carried "on" structure: County highway C7000, Year Built: 1973, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 585 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 33,967 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002 -0151, Facility Carried by Structure: T-70 Vermilion Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.3 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Integral Concrete
Find on map >> Show street view
Structure Number: 4707877, Location: 2.23 MI E OF ERIE CO LINE (Lat: 41.403700, Lng: -82.304250), Route carried "on" structure: County highway C0624, Year Built: 1973, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 588 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 36,889 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002 -0223, Facility Carried by Structure: T-624 SUNNYSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4707877, Location: 2.23 MI E OF ERIE CO LINE (Lat: 41.403700, Lng: -82.304250), Route carried "on" structure: County highway C0624, Year Built: 1973, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 588 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 36,889 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002 -0223, Facility Carried by Structure: T-624 SUNNYSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 4707893, Location: 2.62 MI E OF ERIE CO LINE (Lat: 41.403600, Lng: -82.296661), Route carried "on" structure: County highway C0097, Year Built: 1973, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 412 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 36,889 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002 -0262, Facility Carried by Structure: T-97 CLAUS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4707893, Location: 2.62 MI E OF ERIE CO LINE (Lat: 41.403600, Lng: -82.296661), Route carried "on" structure: County highway C0097, Year Built: 1973, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 412 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 36,889 (year 2035), Design Load: HS 20, Features Intersected: OVER LOR-002 -0262, Facility Carried by Structure: T-97 CLAUS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 4707915, Location: 3.33 MI E OF ERIE CO LINE (Lat: 41.403619, Lng: -82.283111), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,788 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 16,362 (year 2035), Design Load: HS 20, Features Intersected: OVER BAUMHART RD CH-51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4707915, Location: 3.33 MI E OF ERIE CO LINE (Lat: 41.403619, Lng: -82.283111), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,788 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 16,362 (year 2035), Design Load: HS 20, Features Intersected: OVER BAUMHART RD CH-51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 4707923, Location: 3.33 MI E OF ERIE CO LINE (Lat: 41.403800, Lng: -82.283119), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,788 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 16,362 (year 2035), Design Load: HS 20, Features Intersected: OVER BAUMHART RD CH-51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: Latex Concrete
Structure Number: 4707923, Location: 3.33 MI E OF ERIE CO LINE (Lat: 41.403800, Lng: -82.283119), Route carried "on" structure: State highway 2, Year Built: 1973, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 11,788 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 16,362 (year 2035), Design Load: HS 20, Features Intersected: OVER BAUMHART RD CH-51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: Latex Concrete
Find on map >> Show street view
Structure Number: 4728777, Location: 10.2 WEST OF EXIT 8A (Lat: 41.344000, Lng: -82.341861), Route carried "on" structure: Interstate 80K, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40,573 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 56,315 (year 2035), Features Intersected: KARLIS CANYON CREEK, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 4728777, Location: 10.2 WEST OF EXIT 8A (Lat: 41.344000, Lng: -82.341861), Route carried "on" structure: Interstate 80K, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40,573 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 56,315 (year 2035), Features Intersected: KARLIS CANYON CREEK, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 4728793, Location: 9.7MI WEST OF EXIT 8A (Lat: 41.344850, Lng: -82.332019), Route carried "on" structure: County highway C0034, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 222 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 56,315 (year 2035), Design Load: HS 20, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: GORE ORPHANAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.624, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4728793, Location: 9.7MI WEST OF EXIT 8A (Lat: 41.344850, Lng: -82.332019), Route carried "on" structure: County highway C0034, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 222 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 56,315 (year 2035), Design Load: HS 20, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: GORE ORPHANAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.624, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4728831, Location: 7.8MI WEST OF EXIT 8A (Lat: 41.354511, Lng: -82.298919), Route carried "on" structure: County highway VERMN, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,089 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 56,315 (year 2035), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: VERMILLION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.821, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4728831, Location: 7.8MI WEST OF EXIT 8A (Lat: 41.354511, Lng: -82.298919), Route carried "on" structure: County highway VERMN, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,089 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 56,315 (year 2035), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: VERMILLION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.821, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4728866, Location: 7.6MI WEST OF EXIT 8A (Lat: 41.355931, Lng: -82.295339), Route carried "on" structure: Interstate 80K, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40,573 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 56,315 (year 2035), Features Intersected: CHANCE CREEK, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021
Structure Number: 4728866, Location: 7.6MI WEST OF EXIT 8A (Lat: 41.355931, Lng: -82.295339), Route carried "on" structure: Interstate 80K, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40,573 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 56,315 (year 2035), Features Intersected: CHANCE CREEK, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.8m (124.0ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 4728882, Location: 7.4MI WEST OF EXIT 8A (Lat: 41.357061, Lng: -82.292481), Route carried "on" structure: County highway C0046, Year Built: 1954, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 56,315 (year 2035), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: GIFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.236, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4728882, Location: 7.4MI WEST OF EXIT 8A (Lat: 41.357061, Lng: -82.292481), Route carried "on" structure: County highway C0046, Year Built: 1954, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 56,315 (year 2035), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: GIFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.236, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 4734734, Location: 1.0MI.NORTH OF SR (Lat: 41.348811, Lng: -82.344750), Route carried "on" structure: County highway T0066, Year Built: 1900, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Features Intersected: VERMILION RIVER DEAN, Facility Carried by Structure: DEAN RD.
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 1.658, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 30.48m (100.00ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4734734, Location: 1.0MI.NORTH OF SR (Lat: 41.348811, Lng: -82.344750), Route carried "on" structure: County highway T0066, Year Built: 1900, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Features Intersected: VERMILION RIVER DEAN, Facility Carried by Structure: DEAN RD.
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 1.658, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 30.48m (100.00ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 4735749, Location: .24MI.SOUTH OF (Lat: 41.359969, Lng: -82.334319), Route carried "on" structure: County highway T0034, Year Built: 1956, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 237 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 329 (year 2035), Features Intersected: VERMILION RV GORE ORPH, Facility Carried by Structure: GORE ORPHANAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4735749, Location: .24MI.SOUTH OF (Lat: 41.359969, Lng: -82.334319), Route carried "on" structure: County highway T0034, Year Built: 1956, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 237 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 329 (year 2035), Features Intersected: VERMILION RV GORE ORPH, Facility Carried by Structure: GORE ORPHANAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4738047, Location: .26MI.WEST OF (Lat: 41.382061, Lng: -82.316369), Route carried "on" structure: County highway C0001, Year Built: 1996, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 596 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 827 (year 2035), Design Load: HS 20, Features Intersected: VERMILION RV N.RIDGE, Facility Carried by Structure: NORTH RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4738047, Location: .26MI.WEST OF (Lat: 41.382061, Lng: -82.316369), Route carried "on" structure: County highway C0001, Year Built: 1996, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 596 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 827 (year 2035), Design Load: HS 20, Features Intersected: VERMILION RV N.RIDGE, Facility Carried by Structure: NORTH RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: October 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4738055, Location: .01MI.WEST OF (Lat: 41.388631, Lng: -82.295411), Route carried "on" structure: County highway C0001, Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 625 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 867 (year 2035), Design Load: HS 20+Mod, Features Intersected: CREEK NORTH RIDGE RD., Facility Carried by Structure: NORTH RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.617, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, 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 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4738055, Location: .01MI.WEST OF (Lat: 41.388631, Lng: -82.295411), Route carried "on" structure: County highway C0001, Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 625 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 867 (year 2035), Design Load: HS 20+Mod, Features Intersected: CREEK NORTH RIDGE RD., Facility Carried by Structure: NORTH RIDGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.617, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, 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 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4766229, Location: 0.6 MI S OF US6 (Lat: 41.416569, Lng: -82.327681), Route carried "on" structure: City street 1325, Year Built: 2018, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,498 (year 2036), Design Load: HS 20+Mod, Features Intersected: HIGHBRIDGE RD OVER NS RR, Facility Carried by Structure: HIGHBRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4766229, Location: 0.6 MI S OF US6 (Lat: 41.416569, Lng: -82.327681), Route carried "on" structure: City street 1325, Year Built: 2018, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,498 (year 2036), Design Load: HS 20+Mod, Features Intersected: HIGHBRIDGE RD OVER NS RR, Facility Carried by Structure: HIGHBRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2204894, Location: 5.04 MILES EAST OF SR 61 (Lat: 41.389239, Lng: -82.406019), Route carried "under" structure: State highway 2, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 25,237 (year 2017), Truck Traffic: 14%, Features Intersected: UNDER ERI-143-0198 CH, Facility Carried by Structure: C-143 RISDEN ROAD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 43.784, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 2204894, Location: 5.04 MILES EAST OF SR 61 (Lat: 41.389239, Lng: -82.406019), Route carried "under" structure: State highway 2, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 25,237 (year 2017), Truck Traffic: 14%, Features Intersected: UNDER ERI-143-0198 CH, Facility Carried by Structure: C-143 RISDEN ROAD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 43.784, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Find on map >> Show street view
Structure Number: 2204924, Location: 6.05 MILES EAST OF SR 61 (Lat: 41.397119, Lng: -82.389900), Route carried "under" structure: State highway 2, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 25,237 (year 2017), Truck Traffic: 14%, Features Intersected: UNDER ERI-147-0080 TH, Facility Carried by Structure: T-147 COEN ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 45.395, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 2204924, Location: 6.05 MILES EAST OF SR 61 (Lat: 41.397119, Lng: -82.389900), Route carried "under" structure: State highway 2, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 25,237 (year 2017), Truck Traffic: 14%, Features Intersected: UNDER ERI-147-0080 TH, Facility Carried by Structure: T-147 COEN ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 45.395, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 2204932, Location: OVER SR 60 (Lat: 41.398019, Lng: -82.365050), Route carried "under" structure: State highway 60, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 9,365 (year 2015), Truck Traffic: 4%, Features Intersected: UNDER-002-2962L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 13.100, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 2204932, Location: OVER SR 60 (Lat: 41.398019, Lng: -82.365050), Route carried "under" structure: State highway 60, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 9,365 (year 2015), Truck Traffic: 4%, Features Intersected: UNDER-002-2962L, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 13.100, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)