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

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Structure Number: 7800061,  Location: 0.4MI EAST OF EXIT 14 (Lat: 41.213261,  Lng: -80.952381),  Route carried "on" structure: Ramp State highway 5,  Year Built: 1954,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 2,700 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,809 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 5,  Facility Carried by Structure: TPK EXIT 209 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.796,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7800134,  Location: 1.80 MI E OF SR 534 (Lat: 41.215750,  Lng: -80.945100),  Route carried "on" structure: State highway 5,  Year Built: 1999,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 5,695 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,905 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MAHONING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 780015,  Location: 1.80 MI E OF SR 534 (Lat: 41.215561,  Lng: -80.944900),  Route carried "on" structure: State highway 5,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 5,695 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,905 (year 2035),  Design Load: HS 20,  Features Intersected: MAHONING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

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

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Structure Number: 780726,  Location: 1.57 MI W OF SR 5 (Lat: 41.186581,  Lng: -80.972131),  Route carried "on" structure: State highway 534,  Year Built: 1943,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 8,864 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,303 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: E BR MAHONING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.630,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7807295,  Location: 1.17 MI W OF SR 5 (Lat: 41.188669,  Lng: -80.979161),  Route carried "on" structure: State highway 534,  Year Built: 1943,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 10,568 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,668 (year 2035),  Design Load: H 15,  Features Intersected: W BR MAHONING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.258,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 782945,  Location: 1.1MI WEST OF EXIT 209 (Lat: 41.228619,  Lng: -80.969261),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 37,344 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 51,833 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RR,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.283,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7829485,  Location: 0.5MI WEST OF EXIT 209 (Lat: 41.223611,  Lng: -80.961889),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 37,344 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 51,833 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RR (ABANDONED),  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.120,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7829515,  Location: 0.3MI WEST OF EXIT 209 (Lat: 41.220911,  Lng: -80.957919),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 37,344 (year 2015),  Truck Traffic: 27%,  Average Future Daily Traffic: 51,833 (year 2035),  Features Intersected: NWTN FLLS-BRVLL RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.571,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7829558,  Location: AT EXIT 14 (Lat: 41.218081,  Lng: -80.954250),  Route carried "on" structure: Ramp Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 3,573 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 50,483 (year 2039),  Design Load: HS 15,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: TPK EXIT 209 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.134,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7829574,  Location: 0.4MI EAST OF EXIT 209 (Lat: 41.213969,  Lng: -80.950511),  Route carried "on" structure: Interstate 80K,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 35,398 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 49,132 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR5,  Facility Carried by Structure: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.552,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.5 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7829604,  Location: 0.7MI EAST OF EXIT 209 (Lat: 41.209061,  Lng: -80.949081),  Route carried "on" structure: Interstate 80K,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 35,398 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 49,132 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MAHONING RIVER,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.116,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7829639,  Location: 0.9MI EAST OF EXIT 209 (Lat: 41.206031,  Lng: -80.948189),  Route carried "on" structure: Interstate 80K,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 35,398 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 49,132 (year 2035),  Features Intersected: RAVENNA-WARREN RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.470,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum 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 12 months,  Inspection Date: March 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: 7829663,  Location: 1.1MI EAST OF EXIT 209 (Lat: 41.203150,  Lng: -80.947350),  Route carried "on" structure: Interstate 80K,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 35,398 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 49,132 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CSX RR,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.791,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7829736,  Location: 2.3MI EAST OF EXIT 209 (Lat: 41.188250,  Lng: -80.936039),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 35,398 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 49,132 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NWTN FALL-BAILEY RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.723,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 782976,  Location: 2.5MI EAST OF EXIT 209 (Lat: 41.186811,  Lng: -80.934431),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 35,398 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 49,132 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CSX RR,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.932,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 7830165,  Location: 200 FT WEST OF MILTON (Lat: 41.188050,  Lng: -80.971569),  Route carried "on" structure: City street ARLTN,  Year Built: 1831,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 2,000 (year 2008),  Average Future Daily Traffic: 2,776 (year 2028),  Features Intersected: MAHONING RIVER E BRANCH,  Facility Carried by Structure: ARLINGTON BLVD
Minimum Vertical Clearance: 2.90m (9.51ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 7839715,  Location: W. OF 1ST ST, W OF WARREN (Lat: 41.195419,  Lng: -80.968000),  Route carried "on" structure: City street MAIN,  Year Built: 1976,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 1,800 (year 1976),  Average Future Daily Traffic: 2,498 (year 1996),  Design Load: HS 20,  Features Intersected: MAHONING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7840691,  Location: JUST NORTH OF WATER ST. (Lat: 41.197931,  Lng: -80.970131),  Route carried "on" structure: County highway C0112,  Year Built: 2009,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,619 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,247 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: WEST BRANCH OF MAHONING,  Facility Carried by Structure: FAIRPORT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7841663,  Location: 0.2 MI. S. S.R. 5 (Lat: 41.207139,  Lng: -80.960119),  Route carried "on" structure: City street C114A,  Year Built: 1991,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 3,459 (year 1992),  Average Future Daily Traffic: 4,801 (year 2012),  Design Load: HS 20+Mod,  Features Intersected: W. BRANCH MAHONING RIVER,  Facility Carried by Structure: COUNTY ROAD 114A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.5 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 784176,  Location: 600'N.OF CH.132 (Lat: 41.260969,  Lng: -80.954500),  Route carried "on" structure: County highway C0114,  Year Built: 2004,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 1,238 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,718 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: EAGLE CREEK,  Facility Carried by Structure: NELSON MOSER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7800061,  Location: 0.4MI EAST OF EXIT 14 (Lat: 41.213261,  Lng: -80.952381),  Route carried "under" structure: State highway 5,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 11,390 (year 2015),  Truck Traffic: 12%,  Features Intersected: TPK EXIT 209 RAMP
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 4.796,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 7829515,  Location: 0.3MI WEST OF EXIT 209 (Lat: 41.220911,  Lng: -80.957919),  Route carried "under" structure: County highway 114,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 470 (year 2015),  Truck Traffic: 8%,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: NWTN FLLS-BRVLL RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 6.711,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 7829558,  Location: AT EXIT 14 (Lat: 41.218081,  Lng: -80.954250),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 36,371 (year 2015),  Truck Traffic: 14%,  Features Intersected: TPK EXIT 209 RAMP,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 4.957,  Lanes on structure: 2,  Lanes under structure: 6,  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: 7829574,  Location: 0.4MI EAST OF EXIT 209 (Lat: 41.213969,  Lng: -80.950511),  Route carried "under" structure: State highway 5,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,390 (year 2015),  Truck Traffic: 12%,  Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 4.941,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 7829639,  Location: 0.9MI EAST OF EXIT 209 (Lat: 41.206031,  Lng: -80.948189),  Route carried "under" structure: County highway 848,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,041 (year 2015),  Truck Traffic: 5%,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: RAVENNA-WARREN RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 4.233,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 7829736,  Location: 2.3MI EAST OF EXIT 209 (Lat: 41.188250,  Lng: -80.936039),  Route carried "under" structure: County highway 92,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 3,244 (year 2015),  Truck Traffic: 8%,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: NWTN FALL-BAILEY R
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.106,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)