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

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Structure Number: 7800576,  Location: 0.37 MI E OF SR 45 (Lat: 41.276500,  Lng: -80.849361),  Route carried "on" structure: State highway 5,  Year Built: 1969,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 11,133 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,453 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.753,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 74.4m (244.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  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

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Structure Number: 7800606,  Location: 0.37 MI E OF SR 45 (Lat: 41.276200,  Lng: -80.848969),  Route carried "on" structure: State highway 5,  Year Built: 1969,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 11,133 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,453 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.753,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  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

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Structure Number: 780063,  Location: 2.16 MI E OF US 422 (Lat: 41.275861,  Lng: -80.841469),  Route carried "on" structure: State highway 5,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 12,835 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,815 (year 2035),  Design Load: HS 20,  Features Intersected: OVER TRU-SR 45-10.58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.333,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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 minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7800665,  Location: 2.16 MI E OF US 422 (Lat: 41.275631,  Lng: -80.841361),  Route carried "on" structure: State highway 5,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 12,835 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,815 (year 2035),  Design Load: HS 20,  Features Intersected: OVER TRU-SR 45-10.57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.333,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7800754,  Location: 0.25 MI E OF SR 45 (Lat: 41.275981,  Lng: -80.837061),  Route carried "on" structure: State highway 5,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 14,536 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,176 (year 2035),  Design Load: HS 20,  Features Intersected: YOUNGS RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.751,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7800789,  Location: 0.25 MI E OF SR 45 (Lat: 41.275689,  Lng: -80.837189),  Route carried "on" structure: State highway 5,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 14,536 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,176 (year 2035),  Design Load: HS 20,  Features Intersected: YOUNGS RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.751,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  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: 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 minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 7800819,  Location: 1.20 MI E OF SR 45 (Lat: 41.276389,  Lng: -80.818000),  Route carried "on" structure: State highway 5,  Year Built: 1968,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 14,536 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,176 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.344,  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: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  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

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Structure Number: 7800843,  Location: 1.20 MI E OF SR 45 (Lat: 41.276131,  Lng: -80.817919),  Route carried "on" structure: State highway 5,  Year Built: 1968,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.28m (14.04ft),  Average Daily Traffic: 14,536 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,176 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.344,  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: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  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

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Structure Number: 7802234,  Location: 1.60 MI S OF SR 88 (Lat: 41.364389,  Lng: -80.864689),  Route carried "on" structure: State highway 45,  Year Built: 2005,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 5,197 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,213 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CENTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.246,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 7805799,  Location: 1.09 MI W OF SR 45 (Lat: 41.389331,  Lng: -80.889719),  Route carried "on" structure: State highway 88,  Year Built: 1959,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,726 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,784 (year 2035),  Design Load: HS 15,  Features Intersected: CENTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.560,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 7834357,  Location: 0.55 MI. E. OF S.R. 45 (Lat: 41.283331,  Lng: -80.835000),  Route carried "on" structure: Spur County highway T0952,  Year Built: 1990,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2035),  Design Load: H 20,  Features Intersected: YOUNGS RUN,  Facility Carried by Structure: TOWNSHIP RD. 952
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.406,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 7834845,  Location: 1.05 MI. E. OF S.R. 45 (Lat: 41.291469,  Lng: -80.828331),  Route carried "on" structure: County highway C200C,  Year Built: 1952,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,303 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,585 (year 2035),  Design Load: H 20,  Features Intersected: YOUNGS RUN,  Facility Carried by Structure: COUNTY ROAD 200-C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.703,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7842368,  Location: 0.2 MI. E. OF S.R. 45 (Lat: 41.275031,  Lng: -80.837331),  Route carried "on" structure: County highway T0953,  Year Built: 1968,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2035),  Design Load: H 15,  Features Intersected: YOUNGS RUN,  Facility Carried by Structure: TOWNSHIP RD. 953
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7842732,  Location: 0.65 MI. E. OF T.H. 217-A (Lat: 41.348200,  Lng: -80.919219),  Route carried "on" structure: County highway T198E,  Year Built: 1974,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 351 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2035),  Design Load: H 15,  Features Intersected: MUD RUN,  Facility Carried by Structure: TOWNSHIP RD. 198-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7842848,  Location: 0.1 MI. S. TR 204 (Lat: 41.335781,  Lng: -80.915300),  Route carried "on" structure: County highway C213A,  Year Built: 1990,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 181 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 251 (year 2035),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: COUNTY ROAD 213
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 7842902,  Location: 0.1 MI. W. CR 113 (Lat: 41.339311,  Lng: -80.918431),  Route carried "on" structure: County highway T204F,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 260 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 361 (year 2035),  Design Load: H 20,  Features Intersected: MUD RUN,  Facility Carried by Structure: TOWNSHIP ROAD 104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Fair,  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: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 7843682,  Location: 0.1 MI. W. OF T.H. 241 (Lat: 41.364000,  Lng: -80.824231),  Route carried "on" structure: County highway T222E,  Year Built: 1989,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 496 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 688 (year 2035),  Design Load: H 20,  Features Intersected: DEACON CREEK,  Facility Carried by Structure: TOWNSHIP RD. 222-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum 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 12 months,  Inspection Date: April 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 7843909,  Location: 100 FEET NORTH OF SR 88 (Lat: 41.390281,  Lng: -80.892781),  Route carried "on" structure: County highway T2330,  Year Built: 2001,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CENTER CREEK,  Facility Carried by Structure: COREY HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Poor,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7844433,  Location: 0.7 MI. E. CH217 (Lat: 41.359950,  Lng: -80.918750),  Route carried "on" structure: County highway T222B,  Year Built: 1907,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 490 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 680 (year 2035),  Features Intersected: MUD RUN,  Facility Carried by Structure: TOWNSHIP ROAD 222B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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),  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $100,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7844468,  Location: 0.1 E. S.R.45 (Lat: 41.363550,  Lng: -80.862831),  Route carried "on" structure: County highway T222C,  Year Built: 1991,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 492 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 683 (year 2035),  Design Load: H 20,  Features Intersected: CENTER CREEK,  Facility Carried by Structure: TOWNSHIP ROAD 222C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 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 minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7844514,  Location: 0.1 MI. W. OF S.R. 45 (Lat: 41.371531,  Lng: -80.867281),  Route carried "on" structure: County highway C242A,  Year Built: 1987,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 401 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 557 (year 2035),  Design Load: HL 93,  Features Intersected: CENTER CREEK,  Facility Carried by Structure: COUNTY ROAD 242-A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $109,000,  Total Project Cost: $109,000 ( Estimate for 2018),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7844549,  Location: 0.34 MI. E. OF CH239B (Lat: 41.371381,  Lng: -80.827111),  Route carried "on" structure: County highway C242D,  Year Built: 1993,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 401 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 557 (year 2035),  Design Load: H 20,  Features Intersected: DEACON CREEK - FLOW NORT,  Facility Carried by Structure: COUNTY ROAD 242D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7845561,  Location: 0.6 MI E. OF S.R. 45 (Lat: 41.281281,  Lng: -80.832869),  Route carried "on" structure: County highway C1321,  Year Built: 1978,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,850 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,956 (year 2035),  Design Load: H 20,  Features Intersected: YOUNGS RUN,  Facility Carried by Structure: COUNTY ROAD 1321
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 7846754,  Location: 1300 FT SOUTH OF TH204 (Lat: 41.330500,  Lng: -80.898000),  Route carried "on" structure: County highway C0205,  Year Built: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 385 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 534 (year 2035),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: OAK HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 94.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 780063,  Location: 2.16 MI E OF US 422 (Lat: 41.275861,  Lng: -80.841469),  Route carried "under" structure: State highway 45,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 13,155 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER SR 5 SR 82,  Facility Carried by Structure: SR 5
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 17.027,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 7800665,  Location: 2.16 MI E OF US 422 (Lat: 41.275631,  Lng: -80.841361),  Route carried "under" structure: State highway 45,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 13,155 (year 2015),  Truck Traffic: 5%,  Features Intersected: UNDER SR 5 SR 82,  Facility Carried by Structure: SR 5
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 17.011,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)