Bridge Statistics for Conneaut, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 400904,  Location: 0.18 MI S OF SR 84 (Lat: 41.860250,  Lng: -80.572419),  Route carried "on" structure: State highway 7,  Year Built: 1945,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,640 (year 2015),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,276 (year 2035),  Design Load: HS 15,  Features Intersected: ASHTABULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.250,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.9 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 400947,  Location: 1.40 MI S OF IR 90 (Lat: 41.896969,  Lng: -80.571119),  Route carried "on" structure: State highway 7,  Year Built: 2004,  Status: Open,  Structure Length: 13.98m (45.87ft),  Average Daily Traffic: 2,705 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,755 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.337,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 400955,  Location: JCT OF SR 7 AND IR 90 (Lat: 41.916489,  Lng: -80.568911),  Route carried "on" structure: State highway 7,  Year Built: 1960,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 2,413 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,349 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER ATB-IR 90-25.76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.478,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 400963,  Location: JCT OF SR 7 AND IR 90 (Lat: 41.916589,  Lng: -80.568550),  Route carried "on" structure: State highway 7,  Year Built: 1960,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 2,413 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,349 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER ATB-IR 90-25.78
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.478,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 401021,  Location: 1.50 MI N OF IR 90 (Lat: 41.937150,  Lng: -80.563281),  Route carried "on" structure: State highway 7,  Year Built: 1959,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 6,946 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,641 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.908,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 402265,  Location: 3.84 MI E OF SR 7 (Lat: 41.924839,  Lng: -80.626969),  Route carried "on" structure: US 20,  Year Built: 2015,  Status: Open,  Structure Length: 9.92m (32.55ft),  Average Daily Traffic: 6,798 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,436 (year 2035),  Design Load: HL 93,  Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.762,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 97.8m (320.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 402273,  Location: 0.51 MI E OF SR 7 (Lat: 41.941831,  Lng: -80.552539),  Route carried "on" structure: US 20,  Year Built: 2004,  Status: Open,  Structure Length: 31.44m (103.15ft),  Average Daily Traffic: 5,335 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,405 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CONNEAUT CREEK & B&LE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.730,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than 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: November 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: 403482,  Location: 0.16 MI E OF SR 7 (Lat: 41.862819,  Lng: -80.569450),  Route carried "on" structure: State highway 84,  Year Built: 1955,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 789 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,095 (year 2035),  Design Load: H 15,  Features Intersected: ASHTABULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.811,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 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: 404411,  Location: 1.62 MI E OF SR 84 (Lat: 41.892861,  Lng: -80.639989),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 13.69m (44.91ft),  Average Daily Traffic: 12,418 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 17,236 (year 2035),  Design Load: HS 15,  Features Intersected: CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.971,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 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: 404446,  Location: 1.62 MI E OF SR 84 (Lat: 41.892461,  Lng: -80.639861),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 13.69m (44.91ft),  Average Daily Traffic: 12,418 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 17,236 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.971,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

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: 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: 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: November 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: 40447,  Location: 2.61 MI E OF SR 84 (Lat: 41.899589,  Lng: -80.623119),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 12,418 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 17,236 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER S RIDGE RD CR-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 4045,  Location: 2.61 MI E OF SR 84 (Lat: 41.899261,  Lng: -80.622869),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 12,418 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 17,236 (year 2035),  Design Load: HS 20,  Features Intersected: OVER S RIDGE RD CR-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 404535,  Location: 1.90 MI W OF SR 7 (Lat: 41.906789,  Lng: -80.603411),  Route carried "on" structure: County highway 421,  Year Built: 1960,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 1,945 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,700 (year 2035),  Design Load: H 15,  Features Intersected: IR 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.1m (105.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 404594,  Location: 1.22 MI W OF SR 7 (Lat: 41.910689,  Lng: -80.590669),  Route carried "on" structure: City street 372M,  Year Built: 1960,  Year Reconstructed: 2011,  Status: Posted for load,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 1,295 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,797 (year 2035),  Design Load: H 15,  Features Intersected: IR 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.924,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 404683,  Location: 0.75 MI E OF SR 7 (Lat: 41.920131,  Lng: -80.555239),  Route carried "on" structure: City street 295,  Year Built: 1960,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 260 (year 1971),  Average Future Daily Traffic: 361 (year 1991),  Design Load: H 20,  Features Intersected: IR 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.539,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 404713,  Location: 1.48 MI E OF SR 7 (Lat: 41.925289,  Lng: -80.542800),  Route carried "on" structure: City street 351,  Year Built: 1960,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 230 (year 1971),  Average Future Daily Traffic: 319 (year 1991),  Design Load: H 15,  Features Intersected: IR 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.052,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 404748,  Location: 1.92 MI E OF SR 11 (Lat: 41.929531,  Lng: -80.535550),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 11,057 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,347 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER FURNACE RD CR-426
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.579,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 404772,  Location: 1.92 MI E OF SR 11 (Lat: 41.929161,  Lng: -80.535331),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 11,057 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,347 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER FURNACE RD CR-426
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.579,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal 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: Integral Concrete

Find on map >>   Show street view

Structure Number: 404802,  Location: 2.62 MI E OF SR 7 (Lat: 41.934919,  Lng: -80.524619),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 11,057 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,347 (year 2035),  Design Load: HS 20,  Features Intersected: OVER B&LE RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.689,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 404837,  Location: 2.62 MI E OF SR 7 (Lat: 41.934731,  Lng: -80.524031),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 11,057 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,347 (year 2035),  Design Load: HS 20,  Features Intersected: OVER B&LE RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.689,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 430862,  Location: .4 MI. N. OF GAGEVILLE RD (Lat: 41.852219,  Lng: -80.617219),  Route carried "on" structure: County highway C33II,  Year Built: 1945,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 332 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 461 (year 2035),  Features Intersected: ASHTABULA RIVER,  Facility Carried by Structure: STANHOPE KELL. RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.024,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4309,  Location: .8 MI. N. OF CH427 (Lat: 41.904019,  Lng: -80.529319),  Route carried "on" structure: County highway M037B,  Year Built: 2000,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 337 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 468 (year 2035),  Design Load: HL 93,  Features Intersected: CONNEAUT CREEK,  Facility Carried by Structure: FURNACE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 430919,  Location: 1.5 MI. E. OF CH33 (Lat: 41.847981,  Lng: -80.602219),  Route carried "on" structure: County highway C040B,  Year Built: 1946,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 236 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 328 (year 2035),  Design Load: HS 20,  Features Intersected: ASHTABULA CREEK,  Facility Carried by Structure: MONROE CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.157,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 430935,  Location: 1.1 MI. N. OF ROOT RD. (Lat: 41.843331,  Lng: -80.620069),  Route carried "on" structure: County highway C33HH,  Year Built: 1997,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 332 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 461 (year 2035),  Design Load: HS 20,  Features Intersected: ASHTABULA RIVER,  Facility Carried by Structure: STANHOPE KELL. RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.994,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 431362,  Location: .6 MI. N. OF WEAVER ROAD (Lat: 41.877750,  Lng: -80.544019),  Route carried "on" structure: County highway C425B,  Year Built: 1960,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 385 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 534 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: MIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.130,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 431559,  Location: .2 MI. N. OF HATCHES COR. (Lat: 41.886400,  Lng: -80.620611),  Route carried "on" structure: County highway C354K,  Year Built: 1983,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 159 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 221 (year 2035),  Design Load: HS 20,  Features Intersected: CONNEAUT CREEK,  Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.203,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 432156,  Location: .5 MI. S. OF S. RIDGE RD. (Lat: 41.894131,  Lng: -80.574319),  Route carried "on" structure: City street 273,  Year Built: 1989,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 100 (year 1991),  Truck Traffic: 5%,  Average Future Daily Traffic: 139 (year 2011),  Design Load: HS 20,  Features Intersected: CONNEAUT CREEK,  Facility Carried by Structure: OLD SR7 CARTER RD.
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 43218,  Location: .8 MI. N. OF CH427 (Lat: 41.901900,  Lng: -80.546631),  Route carried "on" structure: City street 351,  Year Built: 1868,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 100 (year 1991),  Truck Traffic: 5%,  Average Future Daily Traffic: 139 (year 2011),  Design Load: HS 20,  Features Intersected: CONNEAUT CREEK,  Facility Carried by Structure: MIDDLE ROAD
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 16.930,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.6 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 432202,  Location: .2 MI. W. OF KEEFUS ROAD (Lat: 41.919581,  Lng: -80.609981),  Route carried "on" structure: County highway M0443,  Year Built: 1900,  Status: Posted for load,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 58 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 81 (year 2035),  Features Intersected: CONNEAUT CREEK,  Facility Carried by Structure: CREEK ROAD
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 5.633,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 9.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 6.5 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 43221,  Location: 900 S. OF US20 (Lat: 41.937231,  Lng: -80.542661),  Route carried "on" structure: City street 351,  Year Built: 1940,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 1991),  Truck Traffic: 5%,  Average Future Daily Traffic: 139 (year 2011),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: MIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 432687,  Location: .7 MI. N. OF ROOT ROAD (Lat: 41.844069,  Lng: -80.611211),  Route carried "on" structure: County highway T417A,  Year Built: 1900,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Design Load: HS 20,  Features Intersected: ASHTABULA CREEK,  Facility Carried by Structure: REGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 432776,  Location: .05 MI. E. OF CH33 (Lat: 41.833389,  Lng: -80.620119),  Route carried "on" structure: County highway T414A,  Year Built: 1900,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 40 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 56 (year 2035),  Design Load: H 20,  Features Intersected: ASHTABULA RIVER,  Facility Carried by Structure: ROOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 433845,  Location: .9 MI. E. OF SR7 (Lat: 41.870161,  Lng: -80.554089),  Route carried "on" structure: County highway T423B,  Year Built: 1991,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Design Load: HS 20,  Features Intersected: ASHTABULA CREEK,  Facility Carried by Structure: WEAVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.6 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 461253,  Location: 0.5 MI W. OF JCT SR20 (Lat: 41.943600,  Lng: -80.550669),  Route carried "on" structure: County highway MAIN,  Year Built: 1909,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 600 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 833 (year 2014),  Design Load: HS 20+Mod,  Features Intersected: CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  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: 25.9 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $287,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 461261,  Location: 0.1 MI E.OF JCT SR7 (Lat: 41.935900,  Lng: -80.560589),  Route carried "on" structure: City street WELTN,  Year Built: 1900,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 400 (year 1951),  Truck Traffic: 5%,  Average Future Daily Traffic: 555 (year 1971),  Design Load: HS 20,  Features Intersected: CONNEAUT CREEK TRIBUTARY,  Facility Carried by Structure: WELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 461296,  Location: 0.3 MI S OF JCT SR20 (Lat: 41.936550,  Lng: -80.571450),  Route carried "on" structure: City street CENTR,  Year Built: 1900,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 600 (year 1990),  Truck Traffic: 5%,  Average Future Daily Traffic: 833 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: CONNEAUT CREEK,  Facility Carried by Structure: CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $275,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 461318,  Location: 0.4MI. S. OF US20 (Lat: 41.926919,  Lng: -80.604281),  Route carried "on" structure: City street KEEFU,  Year Built: 1988,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 150 (year 1990),  Truck Traffic: 7%,  Average Future Daily Traffic: 208 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 490003,  Location: 1100' S OF W CHERRY HILL (Lat: 41.889069,  Lng: -80.519389),  Route carried "on" structure: County highway T0309,  Year Built: 2019,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 93 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 101 (year 2033),  Design Load: HL 93,  Features Intersected: ASHTABULA CREEK,  Facility Carried by Structure: STATE LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.340,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 9 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Good,  Culverts: Excellent,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019

Find on map >>   Show street view

Structure Number: 400955,  Location: JCT OF SR 7 AND IR 90 (Lat: 41.916489,  Lng: -80.568911),  Route carried "under" structure: Interstate 90,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 19,820 (year 2015),  Truck Traffic: 30%,  Features Intersected: SR 7,  Facility Carried by Structure: SR 7
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 41.457,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)