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

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Structure Number: 401447,  Location: 1.18 MI N OF SR 46 (Lat: 41.827489,  Lng: -80.765489),  Route carried "on" structure: State highway 11,  Year Built: 1959,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.14m (36.55ft),  Average Daily Traffic: 3,263 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,529 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER ATB-IR 90-13.61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.707,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: 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,  Underclear: High priority of corrective action,  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

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Structure Number: 401471,  Location: 1.18 MI N OF SR 46 (Lat: 41.827489,  Lng: -80.765131),  Route carried "on" structure: State highway 11,  Year Built: 1959,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 11.14m (36.55ft),  Average Daily Traffic: 3,263 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,529 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER ATB-IR 90-13.63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.707,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: 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,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 401501,  Location: 0.39 MI N OF IR 90 (Lat: 41.833181,  Lng: -80.766081),  Route carried "on" structure: County highway T0328,  Year Built: 1961,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 641 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 890 (year 2035),  Design Load: H 15,  Features Intersected: SR 11,  Facility Carried by Structure: GARRISON RD TR 328
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.159,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 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 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 401536,  Location: 1.16 MI N OF IR 90 (Lat: 41.844231,  Lng: -80.766000),  Route carried "on" structure: County highway 329,  Year Built: 1961,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 1,297 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,800 (year 2036),  Design Load: HS 20,  Features Intersected: SR 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.197,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 401625,  Location: 0.81 MI S OF SR 84 (Lat: 41.851889,  Lng: -80.767550),  Route carried "on" structure: County highway 20,  Year Built: 1961,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 1,097 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,523 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: SR 11,  Facility Carried by Structure: PLYMOUTH RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.313,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

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: 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 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 401684,  Location: 0.79 MI S OF SR 84 (Lat: 41.851939,  Lng: -80.767311),  Route carried "on" structure: State highway 11,  Year Built: 1961,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 35.28m (115.75ft),  Average Daily Traffic: 5,844 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,111 (year 2035),  Design Load: HS 20,  Features Intersected: ASHTABULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 401714,  Location: 0.79 MI S OF SR 84 (Lat: 41.851869,  Lng: -80.766969),  Route carried "on" structure: State highway 11,  Year Built: 1961,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 35.28m (115.75ft),  Average Daily Traffic: 5,844 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,111 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ASHTABULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

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: Equal 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 401749,  Location: 1.45 MI S OF US 20 (Lat: 41.855639,  Lng: -80.765631),  Route carried "on" structure: County highway 25,  Year Built: 1960,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 2,157 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,994 (year 2036),  Design Load: H 15,  Features Intersected: SR 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.045,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: 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: 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: High priority of replacement,  Underclear: High priority of corrective action,  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: Integral Concrete

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Structure Number: 401803,  Location: 0.73 MI N OF US 20 (Lat: 41.881150,  Lng: -80.772200),  Route carried "on" structure: State highway 11,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 3,873 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,376 (year 2035),  Design Load: HS 20,  Features Intersected: OVER STATE RD CR-25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.225,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 401838,  Location: 0.73 MI N OF US 20 (Lat: 41.881450,  Lng: -80.772161),  Route carried "on" structure: State highway 11,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 3,873 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,376 (year 2035),  Design Load: HS 20,  Features Intersected: OVER STATE RD CR-25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.225,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 401862,  Location: 0.96 MI N OF US 20 (Lat: 41.883789,  Lng: -80.777861),  Route carried "on" structure: State highway 11,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 3,873 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,376 (year 2035),  Design Load: HS 20,  Features Intersected: OVER CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.772,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  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: 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 desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 401897,  Location: 0.96 MI N OF US 20 (Lat: 41.883881,  Lng: -80.777439),  Route carried "on" structure: State highway 11,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 3,873 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,376 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.772,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 402222,  Location: 4.32 MI E OF SR 193 (Lat: 41.876081,  Lng: -80.763089),  Route carried "on" structure: US 20,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 17,550 (year 2015),  Truck Traffic: 29%,  Average Future Daily Traffic: 24,359 (year 2035),  Design Load: HS 20,  Features Intersected: OVER ATB-SR 11-26.86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.048,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.6m (64.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 403008,  Location: JCT OF SR 46 AND SR 11 (Lat: 41.808019,  Lng: -80.758161),  Route carried "on" structure: State highway 46,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 3,195 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,435 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER ATB-SR 11-22.06
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.293,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 28.2 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: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 403393,  Location: JCT OF SR 84 AND SR 11 (Lat: 41.862881,  Lng: -80.764061),  Route carried "on" structure: State highway 84,  Year Built: 1963,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 5,675 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,877 (year 2035),  Design Load: H 20,  Features Intersected: OVER SR 46 & 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.738,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  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: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  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: Integral Concrete

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Structure Number: 404152,  Location: 0.39 MI E OF SR 11 (Lat: 41.827731,  Lng: -80.757669),  Route carried "on" structure: County highway C0025,  Year Built: 2013,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 1,568 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,176 (year 2035),  Design Load: HL 93,  Features Intersected: IR 90,  Facility Carried by Structure: STATE RD CR 25
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.118,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 404179,  Location: 0.86 MI E OF SR 11 (Lat: 41.829650,  Lng: -80.748700),  Route carried "on" structure: Interstate 90,  Year Built: 1959,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 12,705 (year 2015),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,635 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.335,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  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: 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: 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 404209,  Location: 0.86 MI E OF SR 11 (Lat: 41.829289,  Lng: -80.748669),  Route carried "on" structure: Interstate 90,  Year Built: 1959,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 12,705 (year 2015),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,635 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.335,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  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: 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: Equal to present desirable 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 404233,  Location: 1.61 MI E OF SR 11 (Lat: 41.834519,  Lng: -80.736281),  Route carried "on" structure: County highway 23,  Year Built: 1959,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.37m (27.46ft),  Average Daily Traffic: 820 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,138 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: IR 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.504,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  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 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 404268,  Location: 2.19 MI E OF SR 11 (Lat: 41.839800,  Lng: -80.727461),  Route carried "on" structure: Interstate 90,  Year Built: 1959,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 11.23m (36.84ft),  Average Daily Traffic: 12,705 (year 2015),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,635 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: ASHTABULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.492,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  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,  Channel: Very good,  Operating Rating: 48.6 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: 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 404292,  Location: 2.19 MI E OF SR 11 (Lat: 41.839589,  Lng: -80.727039),  Route carried "on" structure: Interstate 90,  Year Built: 1959,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 12,705 (year 2015),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,635 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ASHTABULA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.492,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  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,  Channel: Very good,  Operating Rating: 48.6 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: 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: 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

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Structure Number: 404322,  Location: 2.46 MI W OF SR 193 (Lat: 41.853361,  Lng: -80.697350),  Route carried "on" structure: County highway C0020,  Year Built: 1959,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 433 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,268 (year 2035),  Design Load: H 15,  Features Intersected: IR 90,  Facility Carried by Structure: PLYMOUTH RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.290,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.9m (144.0ft),  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: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Meets minimum limits,  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: Bituminous

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Structure Number: 43123,  Location: .4 MI. E. OF PLYMOUTH RD (Lat: 41.836389,  Lng: -80.706669),  Route carried "on" structure: County highway C325A,  Year Built: 1900,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 281 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 390 (year 2035),  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: PLYMOUTH GAGEVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Very good,  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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 431621,  Location: .7 MI N OF SHEFFIELD RD (Lat: 41.834519,  Lng: -80.698069),  Route carried "on" structure: County highway T317D,  Year Built: 2011,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 79 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 110 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: MAPLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.419,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  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: 55.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior 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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 432881,  Location: .05 MI. E. OF HADLOCK RD. (Lat: 41.876350,  Lng: -80.712450),  Route carried "on" structure: County highway T435B,  Year Built: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 734 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,019 (year 2035),  Design Load: HS 20,  Features Intersected: TRIB. TO ASHTABULA RIVER,  Facility Carried by Structure: CREAMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 433144,  Location: .2 MI. E. OF BATTLES ROAD (Lat: 41.852539,  Lng: -80.727500),  Route carried "on" structure: County highway T020E,  Year Built: 1920,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Features Intersected: ASHTABULA RIVER,  Facility Carried by Structure: GREEN HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  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 replacement,  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 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 433152,  Location: .74 MI. E. OF ROCKWELL (Lat: 41.853881,  Lng: -80.715669),  Route carried "on" structure: County highway C020D,  Year Built: 1900,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 12.05m (39.53ft),  Average Daily Traffic: 433 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 601 (year 2035),  Design Load: HS 20,  Features Intersected: ASHTABULA RIVER,  Facility Carried by Structure: PLYMOUTH RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.794,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  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: Equal to present minimum criteria,  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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing

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Structure Number: 43316,  Location: .19 MI. E. OF ROCKWELL RD (Lat: 41.862761,  Lng: -80.720981),  Route carried "on" structure: County highway T334A,  Year Built: 1873,  Status: Posted for load,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Features Intersected: ASHTABULA RIVER,  Facility Carried by Structure: DEWEY ROAD
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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 replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  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

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Structure Number: 433195,  Location: .4 MI. N. OF PLY. GAGEVL. (Lat: 41.848631,  Lng: -80.689219),  Route carried "on" structure: County highway T350B,  Year Built: 1900,  Status: Posted for load,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 115 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 160 (year 2035),  Design Load: HS 20,  Features Intersected: ASHTABULA RIVER,  Facility Carried by Structure: BENETKA ROAD
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 1.191,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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 replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 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

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Structure Number: 433209,  Location: .74 MI. N. OF SHEFFIELD (Lat: 41.836089,  Lng: -80.683939),  Route carried "on" structure: County highway T350A,  Year Built: 1940,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 115 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 160 (year 2035),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: BENETKA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  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: 97.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Better than present minimum 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

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Structure Number: 433616,  Location: .1 MI. N. OF SHEFFIELD RD (Lat: 41.826719,  Lng: -80.683669),  Route carried "on" structure: County highway T350A,  Year Built: 1950,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 115 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 160 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: BENETKA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 401447,  Location: 1.18 MI N OF SR 46 (Lat: 41.827489,  Lng: -80.765489),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 20,107 (year 2015),  Truck Traffic: 34%,  Features Intersected: SR11 & SR46,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 21.903,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 401471,  Location: 1.18 MI N OF SR 46 (Lat: 41.827489,  Lng: -80.765131),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 20,107 (year 2015),  Truck Traffic: 34%,  Features Intersected: SR11 & SR46,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 21.935,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 401501,  Location: 0.39 MI N OF IR 90 (Lat: 41.833181,  Lng: -80.766081),  Route carried "under" structure: State highway 11,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,358 (year 2016),  Truck Traffic: 13%,  Features Intersected: GARRISON RD TR 328,  Facility Carried by Structure: GARRISON RD TR 328
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 38.355,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 401536,  Location: 1.16 MI N OF IR 90 (Lat: 41.844231,  Lng: -80.766000),  Route carried "under" structure: State highway 11,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 12,190 (year 2016),  Truck Traffic: 5%,  Features Intersected: SEVEN HILLS RD CR 329,  Facility Carried by Structure: SEVEN HILLS C329
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 39.604,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 401625,  Location: 0.81 MI S OF SR 84 (Lat: 41.851889,  Lng: -80.767550),  Route carried "under" structure: State highway 11,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 12,190 (year 2016),  Truck Traffic: 5%,  Features Intersected: PLYMOUTH RIDGE RD CR-20,  Facility Carried by Structure: PLYMOUTH RIDGE RD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 40.457,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 401749,  Location: 1.45 MI S OF US 20 (Lat: 41.855639,  Lng: -80.765631),  Route carried "under" structure: State highway 11,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 12,190 (year 2016),  Truck Traffic: 5%,  Features Intersected: STATE ROAD CR 25,  Facility Carried by Structure: STATE ROAD CR 25
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 40.919,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 401803,  Location: 0.73 MI N OF US 20 (Lat: 41.881150,  Lng: -80.772200),  Route carried "under" structure: County highway 25,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,718 (year 2015),  Truck Traffic: 3%,  Features Intersected: ATB-SR 11-2750L,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 8.111,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 401838,  Location: 0.73 MI N OF US 20 (Lat: 41.881450,  Lng: -80.772161),  Route carried "under" structure: County highway 25,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,718 (year 2015),  Truck Traffic: 3%,  Features Intersected: STATE ROUTE 11,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 8.143,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 402222,  Location: 4.32 MI E OF SR 193 (Lat: 41.876081,  Lng: -80.763089),  Route carried "under" structure: State highway 11,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,891 (year 2015),  Truck Traffic: 12%,  Features Intersected: US 20,  Facility Carried by Structure: US 20
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 43.227,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.6m (64.3ft)

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Structure Number: 403008,  Location: JCT OF SR 46 AND SR 11 (Lat: 41.808019,  Lng: -80.758161),  Route carried "under" structure: State highway 11,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 6,516 (year 2015),  Truck Traffic: 16%,  Features Intersected: SR 46,  Facility Carried by Structure: SR 46
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 35.502,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 403393,  Location: JCT OF SR 84 AND SR 11 (Lat: 41.862881,  Lng: -80.764061),  Route carried "under" structure: State highway 11,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,163 (year 2015),  Truck Traffic: 7%,  Features Intersected: SR 84,  Facility Carried by Structure: SR 84
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 41.762,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 404152,  Location: 0.39 MI E OF SR 11 (Lat: 41.827731,  Lng: -80.757669),  Route carried "under" structure: Interstate 90,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 25,733 (year 2016),  Truck Traffic: 31%,  Features Intersected: STATE RD CR-25
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 22.571,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 404233,  Location: 1.61 MI E OF SR 11 (Lat: 41.834519,  Lng: -80.736281),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 25,733 (year 2016),  Truck Traffic: 31%,  Features Intersected: PLYMOUTH RD CR-23,  Facility Carried by Structure: PLYMOUTH RD CR-23
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 24.526,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.8m (84.6ft)

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Structure Number: 404322,  Location: 2.46 MI W OF SR 193 (Lat: 41.853361,  Lng: -80.697350),  Route carried "under" structure: Interstate 90,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 25,409 (year 2015),  Truck Traffic: 31%,  Features Intersected: UNDER PLYMOUTH RIDGE RD,  Facility Carried by Structure: PLYMOUTH RIDGE RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 28.405,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)