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

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Structure Number: 7801718,  Location: 3.36 MI S OF SR 82 (Lat: 41.184689,  Lng: -80.690181),  Route carried "on" structure: County highway C0028,  Year Built: 1970,  Status: Open,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 11,620 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,695 (year 2035),  Design Load: HS 20,  Features Intersected: SR 11,  Facility Carried by Structure: TIBBETS WICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

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

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Structure Number: 7801777,  Location: 2.54 MI S OF SR 82 (Lat: 41.194169,  Lng: -80.699519),  Route carried "on" structure: County highway C0046,  Year Built: 1970,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 10.35m (33.96ft),  Average Daily Traffic: 1,295 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR 11,  Facility Carried by Structure: ANDERSON MORRIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7801807,  Location: 1.61 MI S OF SR 82 (Lat: 41.205581,  Lng: -80.709111),  Route carried "on" structure: County highway C0056,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 3,462 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,064 (year 2035),  Design Load: H 15,  Features Intersected: SR 11,  Facility Carried by Structure: NILES-VIENNA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

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

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Structure Number: 7801831,  Location: 0.27 MI S OF SR 82 (Lat: 41.224381,  Lng: -80.709931),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 9.10m (29.86ft),  Average Daily Traffic: 14,251 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,780 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER RAMP (NB11 TO 82WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.919,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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: 780189,  Location: JCT OF SR 11 AND SR 82 (Lat: 41.228789,  Lng: -80.708481),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 14,251 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,780 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER TRU-SR 82-19.77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.385,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7803338,  Location: 0.65 MI W OF US 422 (Lat: 41.146489,  Lng: -80.711381),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 16.89m (55.41ft),  Average Daily Traffic: 25,048 (year 2015),  Truck Traffic: 22%,  Average Future Daily Traffic: 34,767 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MAH RIV, MILL ST, CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7803362,  Location: 0.65 MI W OF US 422 (Lat: 41.146081,  Lng: -80.711211),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 25,048 (year 2015),  Truck Traffic: 22%,  Average Future Daily Traffic: 34,767 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MAH RIV, MILL ST, CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior 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: 78034,  Location: 0.29 MI W OF US 422 (Lat: 41.148389,  Lng: -80.705119),  Route carried "on" structure: Interstate 80,  Year Built: 2017,  Status: Open,  Structure Length: 19.69m (64.60ft),  Average Daily Traffic: 30,566 (year 2014),  Truck Traffic: 33%,  Average Future Daily Traffic: 33,928 (year 2034),  Design Load: HL 93,  Features Intersected: OVER NS RRS & CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7803435,  Location: 0.29 MI W OF US 422 (Lat: 41.148069,  Lng: -80.705019),  Route carried "on" structure: Interstate 80,  Year Built: 2017,  Status: Open,  Structure Length: 20.47m (67.16ft),  Average Daily Traffic: 31,814 (year 2015),  Truck Traffic: 33%,  Average Future Daily Traffic: 35,314 (year 2035),  Design Load: HL 93,  Features Intersected: OVER NS RRS & CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.8m (127.3ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7803451,  Location: JCT IR 80 AND US 422 (Lat: 41.148611,  Lng: -80.699469),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 21,075 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 29,252 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER TRU-US 422-21.22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7803486,  Location: JCT IR 80 AND US 422 (Lat: 41.148339,  Lng: -80.699389),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 21,075 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 29,252 (year 2035),  Design Load: HS 20,  Features Intersected: OVER TRU-US 422-21.24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7803575,  Location: 0.73 MI E OF US 422 (Lat: 41.147889,  Lng: -80.685589),  Route carried "on" structure: County highway T0327,  Year Built: 1968,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 688 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,218 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR 80,  Facility Carried by Structure: MOSER ROAD TR 327
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: 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: 7803591,  Location: 0.57 MI S OF IR 80 (Lat: 41.141089,  Lng: -80.679939),  Route carried "on" structure: County highway C0040,  Year Built: 2005,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,365 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,671 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SR 711,  Facility Carried by Structure: TRUMBULL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7803605,  Location: JCT OF SR 711 AND IR 80 (Lat: 41.147131,  Lng: -80.676511),  Route carried "on" structure: State highway 711,  Year Built: 1969,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 9,587 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,307 (year 2035),  Design Load: HS 20,  Features Intersected: SR 711 SB OVER I-80 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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

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Structure Number: 7806639,  Location: JCT OF SR 304 AND SR 11 (Lat: 41.162119,  Lng: -80.678589),  Route carried "on" structure: State highway 304,  Year Built: 1970,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 7,465 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,361 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER TRU-SR 11-4.52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Other

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Structure Number: 7807155,  Location: 1.27 MI E OF SR 169 (Lat: 41.166281,  Lng: -80.706711),  Route carried "on" structure: US 422,  Year Built: 1986,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 12,910 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,919 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SQUAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.090,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up

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Structure Number: 7807201,  Location: 2.96 MI E OF SR 169 (Lat: 41.143389,  Lng: -80.696989),  Route carried "on" structure: US 422,  Year Built: 1934,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,050 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,173 (year 2035),  Design Load: H 15,  Features Intersected: LITTLE SQUAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.810,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021

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Structure Number: 7837659,  Location: 1.73 MI EAST OF SR422 (Lat: 41.192219,  Lng: -80.695281),  Route carried "on" structure: County highway C031C,  Year Built: 2016,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 870 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,096 (year 2036),  Design Load: HL 93,  Features Intersected: SQUAW CREEK,  Facility Carried by Structure: ANDERSON-MORRIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $239,000,  Total Project Cost: $640,000 ( Estimate for 2016),  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: 7839901,  Location: 0.4 MI. E. OF C.H. 65 (Lat: 41.153981,  Lng: -80.706661),  Route carried "on" structure: City street LIBTY,  Year Built: 1987,  Status: Open,  Structure Length: 18.53m (60.79ft),  Average Daily Traffic: 8,475 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,763 (year 2035),  Features Intersected: MAH RIVER B&O-PC-ERIE RR,  Facility Carried by Structure: LIBERTY ST. GIRARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 61.8m (202.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.2m (43.3ft)

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

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Structure Number: 7839928,  Location: 0.1 MI. E. OF C.H. 65 (Lat: 41.154650,  Lng: -80.711150),  Route carried "on" structure: City street LIBTY,  Year Built: 1987,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 8,475 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,763 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: LIBERTY ST. GIRARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 71.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7841176,  Location: 1.9 MI SOUTH SR82 (Lat: 41.212719,  Lng: -80.698631),  Route carried "on" structure: County highway C0056,  Year Built: 2017,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,480 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,604 (year 2036),  Design Load: HL 93,  Features Intersected: STREAM AT GIRARD LAKE,  Facility Carried by Structure: NILES-VIENNA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.359,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $460,000 ( Estimate for 2015),  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: 7841213,  Location: 0.5 MI. W. OF SR193 (Lat: 41.211519,  Lng: -80.672981),  Route carried "on" structure: County highway T162B,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 415 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 576 (year 2035),  Design Load: H 15,  Features Intersected: SQUAW CREEK,  Facility Carried by Structure: TOWNSHIP ROAD 162B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7841273,  Location: 0.3 MI SOUTH TH162B (Lat: 41.207069,  Lng: -80.676669),  Route carried "on" structure: County highway T0033,  Year Built: 2017,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 428 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 449 (year 2036),  Design Load: HL 93,  Features Intersected: SQUAW CREEK,  Facility Carried by Structure: PRINDLE-BOOTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $460,000 ( Estimate for 2017),  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: 7850522,  Location: 3494 FT. E. OF SR422 (Lat: 41.182569,  Lng: -80.705139),  Route carried "on" structure: County highway C028A,  Year Built: 1994,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 12,295 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,065 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SQUAW CREEK-LOW.LIB.LAKE,  Facility Carried by Structure: COUNTY ROAD 28-A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.0 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7860002,  Location: LIBERTY MEMORIAL PARK (Lat: 41.152250,  Lng: -80.682081),  Route carried "on" structure: City street PKACS,  Year Built: 2015,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 278 (year 2035),  Design Load: HL 93,  Features Intersected: LITTLE SQUAW CREEK,  Facility Carried by Structure: PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 7860004,  Location: 0.29 MI S OF E LIBERTY ST (Lat: 41.150269,  Lng: -80.689300),  Route carried "on" structure: City street ELRTH,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 694 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE SQUAW CREEK,  Facility Carried by Structure: S. ELRUTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 7801718,  Location: 3.36 MI S OF SR 82 (Lat: 41.184689,  Lng: -80.690181),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 35,803 (year 2015),  Truck Traffic: 9%,  Features Intersected: UNDER TIBBETS-WICK CR-28,  Facility Carried by Structure: TIBBETS WICK ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 10.010,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 7801777,  Location: 2.54 MI S OF SR 82 (Lat: 41.194169,  Lng: -80.699519),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2007),  Truck Traffic: 3%,  Features Intersected: UNDER ANDERSON-MORRIS RD,  Facility Carried by Structure: ANDERSON MORRIS RD
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 11.346,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 7801807,  Location: 1.61 MI S OF SR 82 (Lat: 41.205581,  Lng: -80.709111),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 41,833 (year 2015),  Truck Traffic: 9%,  Features Intersected: UNDER NILES-VIENNA RD,  Facility Carried by Structure: NILES-VIENNA ROAD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 12.826,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 7801831,  Location: 0.27 MI S OF SR 82 (Lat: 41.224381,  Lng: -80.709931),  Route carried "under" structure: Ramp State highway 11,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 38,120 (year 2011),  Truck Traffic: 10%,  Features Intersected: SR11 NB RAMP UNDR SR11 S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 14.967,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 780189,  Location: JCT OF SR 11 AND SR 82 (Lat: 41.228789,  Lng: -80.708481),  Route carried "under" structure: State highway 82,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 17,324 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR 11,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 31.817,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7803338,  Location: 0.65 MI W OF US 422 (Lat: 41.146489,  Lng: -80.711381),  Route carried "under" structure: City street MILLS,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,755 (year 1995),  Features Intersected: IR 80,  Facility Carried by Structure: I.R. 80
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 7803362,  Location: 0.65 MI W OF US 422 (Lat: 41.146081,  Lng: -80.711211),  Route carried "under" structure: City street MILLS,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,755 (year 1995),  Features Intersected: IR 80,  Facility Carried by Structure: I.R. 80
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 7803451,  Location: JCT IR 80 AND US 422 (Lat: 41.148611,  Lng: -80.699469),  Route carried "under" structure: US 422,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,757 (year 2015),  Truck Traffic: 5%,  Features Intersected: I 80,  Facility Carried by Structure: I.R. 80
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 34.150,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 7803486,  Location: JCT IR 80 AND US 422 (Lat: 41.148339,  Lng: -80.699389),  Route carried "under" structure: US 422,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,757 (year 2015),  Truck Traffic: 5%,  Features Intersected: I 80,  Facility Carried by Structure: I.R. 80
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 34.182,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 7803575,  Location: 0.73 MI E OF US 422 (Lat: 41.147889,  Lng: -80.685589),  Route carried "under" structure: Interstate 80,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 44,826 (year 2015),  Truck Traffic: 25%,  Features Intersected: UNDER MOSER RD TR-327,  Facility Carried by Structure: MOSER ROAD TR 327
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 4.748,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 7803591,  Location: 0.57 MI S OF IR 80 (Lat: 41.141089,  Lng: -80.679939),  Route carried "under" structure: State highway 711,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 24,979 (year 2015),  Truck Traffic: 6%,  Features Intersected: UNDER TRUMBULL AVE CR-40,  Facility Carried by Structure: TRUMBULL AVENUE
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 7803605,  Location: JCT OF SR 711 AND IR 80 (Lat: 41.147131,  Lng: -80.676511),  Route carried "under" structure: Interstate 80,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 16,868 (year 2015),  Truck Traffic: 25%,  Features Intersected: SR711 SB,  Facility Carried by Structure: SR 711
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 5.488,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 7806639,  Location: JCT OF SR 304 AND SR 11 (Lat: 41.162119,  Lng: -80.678589),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 42,181 (year 2015),  Truck Traffic: 9%,  Features Intersected: UNDER SR 304,  Facility Carried by Structure: SR 304
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 7.274,  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)