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

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Structure Number: 5000459,  Location: 2.76 MI S OF US 224 (Lat: 40.988050,  Lng: -80.723119),  Route carried "on" structure: County highway C0032,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.79m (28.84ft),  Average Daily Traffic: 6,161 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,282 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 11,  Facility Carried by Structure: WESTERN RESERVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.963,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 5000483,  Location: 1.26 MI S OF JCT US 224 (Lat: 41.006689,  Lng: -80.737031),  Route carried "on" structure: County highway C0074,  Year Built: 1972,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 3,488 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,282 (year 2035),  Design Load: H 15,  Features Intersected: SR 11,  Facility Carried by Structure: LEFFINGWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  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: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal 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: Bituminous,  Membrane: Epoxy

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Structure Number: 5000513,  Location: 0.84 MI S OF US 224 (Lat: 41.012611,  Lng: -80.739650),  Route carried "on" structure: State highway 11,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 8,387 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,641 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RELOC INDIAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.907,  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: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 77.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 5000548,  Location: 0.84 MI S OF US 224 (Lat: 41.012539,  Lng: -80.739161),  Route carried "on" structure: State highway 11,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.51m (21.36ft),  Average Daily Traffic: 8,387 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,641 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RELOC INDIAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.907,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 77.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 5000572,  Location: 1.25 MI N OF SR 224 (Lat: 41.042539,  Lng: -80.743981),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 17,407 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,161 (year 2035),  Design Load: HS 20,  Features Intersected: OVER MAH-US 62-10.73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.254,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.1 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5000602,  Location: 1.25 MI N OF SR 224 (Lat: 41.042550,  Lng: -80.743550),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 17,407 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,161 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER MAH-US 62-10.76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.254,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.1 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5000882,  Location: 0.65 MI S OF SR 446 (Lat: 41.002581,  Lng: -80.760719),  Route carried "on" structure: State highway 46,  Year Built: 2013,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,507 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,868 (year 2035),  Design Load: HL 93,  Features Intersected: INDIAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.778,  Lanes on structure: 2,  Owner: State 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: 21.3m (69.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 5004683,  Location: 1.03 MI E OF SR 45 (Lat: 41.024450,  Lng: -80.837731),  Route carried "on" structure: US 224,  Year Built: 1951,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 6,103 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,471 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MEANDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5004713,  Location: 1.08 MI E OF US 62 (Lat: 41.024761,  Lng: -80.739900),  Route carried "on" structure: US 224,  Year Built: 1969,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 23,775 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,000 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER MAH-SR 11-8.85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.128,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Other Coated Reinforcing

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Structure Number: 5029342,  Location: 4.0 mi east of Exit 218 (Lat: 41.067550,  Lng: -80.788639),  Route carried "on" structure: Interstate 76K,  Year Built: 2019,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 22,486 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,211 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Mill Creek Bikeway,  Facility Carried by Structure: I76 OH TPK
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 9.817,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft)

Condition: Culverts: Excellent,  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: 34.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021

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Structure Number: 5029384,  Location: 4.5MI EAST OF EXIT 15 (Lat: 41.056561,  Lng: -80.777289),  Route carried "on" structure: City street M2873,  Year Built: 1954,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 17,000 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,864 (year 2033),  Design Load: H 10,  Features Intersected: I76 OHIO TPK,  Facility Carried by Structure: GIBSON RD
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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: 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5029422,  Location: 5.6MI EAST OF EXIT 15 (Lat: 41.044181,  Lng: -80.763861),  Route carried "on" structure: County highway C0110,  Year Built: 1954,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 3,383 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,624 (year 2038),  Design Load: H 10,  Features Intersected: I76 OHIO TPK,  Facility Carried by Structure: HERBERT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.601,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 502943,  Location: 6.4 MI WEST OF EXIT 14 (Lat: 41.033639,  Lng: -80.740850),  Route carried "on" structure: State highway 11,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 17,407 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,624 (year 2038),  Design Load: HS 20,  Features Intersected: I76 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.112,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: Better than 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: 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: 5029449,  Location: 5.8MI EAST OF EXIT 15 (Lat: 41.041831,  Lng: -80.760650),  Route carried "on" structure: US 62,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 7,112 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,624 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I76 OHIO TPK
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 15.546,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  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: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5029457,  Location: 6.4 MI WEST OF EXIT 14 (Lat: 41.033450,  Lng: -80.740369),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 17,407 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,624 (year 2038),  Design Load: HS 20,  Features Intersected: I76 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.112,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 5029465,  Location: 5.3MI WEST OF EXIT 16 (Lat: 41.031411,  Lng: -80.736889),  Route carried "on" structure: County highway C0109,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 8,991 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 29,624 (year 2038),  Design Load: H 10,  Features Intersected: I76 OHIO TPK,  Facility Carried by Structure: RACOON RD CR 109
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 5.005,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 503805,  Location: 0.4 MI N OF LEFFINGWELL (Lat: 41.010869,  Lng: -80.736811),  Route carried "on" structure: County highway 109,  Year Built: 2021,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,580 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,986 (year 2041),  Design Load: HL 93,  Features Intersected: INDIAN RUN CREEK,  Facility Carried by Structure: RACCOON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5038146,  Location: 0.6MI.E OF S.R.46 (Lat: 41.005411,  Lng: -80.747281),  Route carried "on" structure: County highway 74,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,423 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,751 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: INDIAN RUN,  Facility Carried by Structure: LEFFINGWELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.086,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021

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Structure Number: 5038154,  Location: 0.3MI.N OF GIBSON RD (Lat: 41.059631,  Lng: -80.793931),  Route carried "on" structure: County highway 103,  Year Built: 1992,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,310 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,206 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SAWMILL CREEK,  Facility Carried by Structure: TURNER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5038189,  Location: 0.8 MI. NORTH OF WES. RES (Lat: 40.990681,  Lng: -80.772439),  Route carried "on" structure: County highway T2894,  Year Built: 2005,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 585 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 812 (year 2035),  Features Intersected: TRIB TO INDIAN RUN,  Facility Carried by Structure: COVINGTON COVE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 5042062,  Location: 0.1 MI. N. of SR 224 (Lat: 41.025031,  Lng: -80.839019),  Route carried "on" structure: County highway 73,  Year Built: 1925,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 326 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 452 (year 2035),  Features Intersected: MEANDER CREEK,  Facility Carried by Structure: Gault Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.089,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $170,000

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Structure Number: 504207,  Location: 1.0MI.N OF S.R.224 (Lat: 41.036531,  Lng: -80.838389),  Route carried "on" structure: County highway 73,  Year Built: 1957,  Status: Posted for load,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 326 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 452 (year 2035),  Design Load: HS 15,  Features Intersected: MEANDER CREEK,  Facility Carried by Structure: GAULT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.146,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $175,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5042119,  Location: 0.8MI.E OF S.R.45 (Lat: 41.002639,  Lng: -80.840561),  Route carried "on" structure: County highway 74,  Year Built: 1941,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 510 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 708 (year 2035),  Design Load: HS 15,  Features Intersected: MEANDER CREEK,  Facility Carried by Structure: LEFFINGWELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 77.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $108,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $140,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5042178,  Location: 0.9MI.E OF S.R.45 (Lat: 41.012331,  Lng: -80.838950),  Route carried "on" structure: County highway 90,  Year Built: 1955,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 215 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 298 (year 2035),  Design Load: HS 15,  Features Intersected: MEANDER CREEK,  Facility Carried by Structure: BERLIN STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  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: 16.8m (55.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5042186,  Location: 0.8MI.S OF S.R.224 (Lat: 41.012561,  Lng: -80.809219),  Route carried "on" structure: County highway 93,  Year Built: 1939,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 477 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 662 (year 2035),  Design Load: HS 15,  Features Intersected: AN EAST BRNH MEANDER CR,  Facility Carried by Structure: CRORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.106,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: 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,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $120,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5042232,  Location: 0.5MI.E OF GAULT RD (Lat: 41.047461,  Lng: -80.827181),  Route carried "on" structure: County highway 136,  Year Built: 1940,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,066 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,480 (year 2035),  Design Load: HS 15,  Features Intersected: MEANDER CREEK,  Facility Carried by Structure: PALMYRA RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.134,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 77.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5042275,  Location: 300' NORTH OF PALMYRA (Lat: 41.049511,  Lng: -80.841669),  Route carried "on" structure: County highway C0073,  Year Built: 2009,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 189 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 262 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TRIB TO MEANDER CREEK,  Facility Carried by Structure: GAULT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Poor,  Culverts: 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: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5046149,  Location: 1.6MI.E OF S.R.45 (Lat: 40.988081,  Lng: -80.836369),  Route carried "on" structure: County highway 32,  Year Built: 1936,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,725 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,394 (year 2035),  Design Load: HS 15,  Features Intersected: AN E BRNCH MEANDER CREEK,  Facility Carried by Structure: WESTERN RESERVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5046343,  Location: 1000' WEST OF SR 46 (Lat: 40.988200,  Lng: -80.761731),  Route carried "on" structure: County highway 32,  Year Built: 2012,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,605 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,392 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: INDIAN RUN,  Facility Carried by Structure: WESTERN RESERVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.838,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: 61.6 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: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5000459,  Location: 2.76 MI S OF US 224 (Lat: 40.988050,  Lng: -80.723119),  Route carried "under" structure: State highway 11,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 16,774 (year 2015),  Truck Traffic: 14%,  Features Intersected: UNDER WESTERN RESERVE RD,  Facility Carried by Structure: WESTERN RESERVE RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 9.817,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 5000483,  Location: 1.26 MI S OF JCT US 224 (Lat: 41.006689,  Lng: -80.737031),  Route carried "under" structure: State highway 11,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 16,774 (year 2015),  Truck Traffic: 14%,  Features Intersected: UNDER REL LEFFINGWELL RD,  Facility Carried by Structure: LEFFINGWELL ROAD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 12.215,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 5000572,  Location: 1.25 MI N OF SR 224 (Lat: 41.042539,  Lng: -80.743981),  Route carried "under" structure: US 62,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,112 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR 11,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 17.268,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 5000602,  Location: 1.25 MI N OF SR 224 (Lat: 41.042550,  Lng: -80.743550),  Route carried "under" structure: US 62,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,112 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR 11,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 17.317,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 5004713,  Location: 1.08 MI E OF US 62 (Lat: 41.024761,  Lng: -80.739900),  Route carried "under" structure: State highway 11,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 25,794 (year 2015),  Truck Traffic: 10%,  Features Intersected: US 224,  Facility Carried by Structure: US 224
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 14.243,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 5029384,  Location: 4.5MI EAST OF EXIT 15 (Lat: 41.056561,  Lng: -80.777289),  Route carried "under" structure: Interstate 76K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 12,150 (year 1972),  Truck Traffic: 10%,  Features Intersected: GIBSON RD,  Facility Carried by Structure: I76 OH TPK
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 7.902,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 5029422,  Location: 5.6MI EAST OF EXIT 15 (Lat: 41.044181,  Lng: -80.763861),  Route carried "under" structure: Interstate 76K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 21,343 (year 2015),  Truck Traffic: 28%,  Features Intersected: HERBERT RD,  Facility Carried by Structure: I76 OHIO TPK
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.688,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 502943,  Location: 6.4 MI WEST OF EXIT 14 (Lat: 41.033639,  Lng: -80.740850),  Route carried "under" structure: Interstate 76K,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 21,343 (year 2015),  Truck Traffic: 28%,  Features Intersected: SR11 SB,  Facility Carried by Structure: I76 OH TPK
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 11.974,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 5029449,  Location: 5.8MI EAST OF EXIT 15 (Lat: 41.041831,  Lng: -80.760650),  Route carried "under" structure: Interstate 76K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 21,343 (year 2015),  Truck Traffic: 28%,  Features Intersected: US62 & SR46,  Facility Carried by Structure: I76 OH TPK
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 10.010,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 5029457,  Location: 6.4 MI WEST OF EXIT 14 (Lat: 41.033450,  Lng: -80.740369),  Route carried "under" structure: Interstate 76K,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 21,343 (year 2015),  Truck Traffic: 28%,  Features Intersected: SR11 NB,  Facility Carried by Structure: I76 OH TPK
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 12.022,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 5029465,  Location: 5.3MI WEST OF EXIT 16 (Lat: 41.031411,  Lng: -80.736889),  Route carried "under" structure: Interstate 76K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 21,343 (year 2015),  Truck Traffic: 28%,  Features Intersected: RACCOON RD,  Facility Carried by Structure: I76 OH TPK
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 12.328,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)