Bridge Statistics for Holiday City, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 171ft / 51.9mTotal length
- 191,188Total average daily traffic
- 57,413Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Holiday City
- No street view available for this location
- New bridges - historical statistics
- 181950-1959
- 11970-1979
- Reconstructed bridges - Historical Statistics
- 51980-1989
- 41990-1999
- Bridge Condition - Deck
- 90.0%Good
- 10.0%Satisfactory
- Bridge Condition - Superstructure
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 8601232, Location: 0.2MI WEST OF EXIT 13 (Lat: 41.612881, Lng: -84.555039), Route carried "on" structure: US 20A, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 6,967 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 9,670 (year 2038), Design Load: HS 20+Mod, Features Intersected: TPK RAMP U SR15 20A
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8601232, Location: 0.2MI WEST OF EXIT 13 (Lat: 41.612881, Lng: -84.555039), Route carried "on" structure: US 20A, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 6,967 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 9,670 (year 2038), Design Load: HS 20+Mod, Features Intersected: TPK RAMP U SR15 20A
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 4.780, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8629552, Location: 1.8MI WEST OF EXIT 13 (Lat: 41.616639, Lng: -84.583839), Route carried "on" structure: County highway C0134, Year Built: 1954, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 29,712 (year 2038), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: CUMMINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), 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: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 8629552, Location: 1.8MI WEST OF EXIT 13 (Lat: 41.616639, Lng: -84.583839), Route carried "on" structure: County highway C0134, Year Built: 1954, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 29,712 (year 2038), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: CUMMINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), 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: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8629579, Location: 1.3MI WEST OF EXIT 13 (Lat: 41.615819, Lng: -84.574300), Route carried "on" structure: County highway C0025, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 16,000 (year 2012), Truck Traffic: 38%, Average Future Daily Traffic: 13,283 (year 2032), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: TOWNSHIP LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), 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: 20.1m (65.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8629579, Location: 1.3MI WEST OF EXIT 13 (Lat: 41.615819, Lng: -84.574300), Route carried "on" structure: County highway C0025, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 16,000 (year 2012), Truck Traffic: 38%, Average Future Daily Traffic: 13,283 (year 2032), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: TOWNSHIP LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), 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: 20.1m (65.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8629595, Location: 0.2MI WEST OF EXIT 13 (Lat: 41.614181, Lng: -84.554489), Route carried "on" structure: US 20A, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 7,090 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 29,712 (year 2038), Design Load: H 20, Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8629595, Location: 0.2MI WEST OF EXIT 13 (Lat: 41.614181, Lng: -84.554489), Route carried "on" structure: US 20A, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 7,090 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 29,712 (year 2038), Design Load: H 20, Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8629617, Location: AT EXIT 13 (Lat: 41.613731, Lng: -84.549189), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 488 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 30,175 (year 2038), Design Load: HS 20, Features Intersected: I80 OH TPK, Facility Carried by Structure: I80 OH TPK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.613, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), 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: 23.5m (77.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8629617, Location: AT EXIT 13 (Lat: 41.613731, Lng: -84.549189), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 488 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 30,175 (year 2038), Design Load: HS 20, Features Intersected: I80 OH TPK, Facility Carried by Structure: I80 OH TPK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.613, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), 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: 23.5m (77.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8629633, Location: 0.7MI EAST OF EXIT 13 (Lat: 41.612419, Lng: -84.536581), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 11,038 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 15,321 (year 2038), Design Load: HS 20, Features Intersected: ST JOSEPH BEAVER RD, Facility Carried by Structure: I80 OH TPK EB
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 22.676, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, 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: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8629633, Location: 0.7MI EAST OF EXIT 13 (Lat: 41.612419, Lng: -84.536581), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 11,038 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 15,321 (year 2038), Design Load: HS 20, Features Intersected: ST JOSEPH BEAVER RD, Facility Carried by Structure: I80 OH TPK EB
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 22.676, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, 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: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8629641, Location: 0.7MI WEST OF EXIT 13 (Lat: 41.612650, Lng: -84.536581), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 11,038 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 15,321 (year 2038), Design Load: HS 20, Features Intersected: ST JOSEPH BEAVER RD, Facility Carried by Structure: I80 OH TPK WB
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 22.676, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, 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: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8629641, Location: 0.7MI WEST OF EXIT 13 (Lat: 41.612650, Lng: -84.536581), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 11,038 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 15,321 (year 2038), Design Load: HS 20, Features Intersected: ST JOSEPH BEAVER RD, Facility Carried by Structure: I80 OH TPK WB
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 22.676, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, 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: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8629676, Location: 0.8MI WEST OF EXIT 13 (Lat: 41.612231, Lng: -84.535231), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 11,038 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 15,321 (year 2038), Design Load: HS 20, Features Intersected: NS CORP RR, Facility Carried by Structure: I80 OH TPK EB
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 22.804, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8629676, Location: 0.8MI WEST OF EXIT 13 (Lat: 41.612231, Lng: -84.535231), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 11,038 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 15,321 (year 2038), Design Load: HS 20, Features Intersected: NS CORP RR, Facility Carried by Structure: I80 OH TPK EB
Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 22.804, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8629684, Location: 0.8MI WEST OF EXIT 13 (Lat: 41.612411, Lng: -84.534911), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 11,038 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 15,321 (year 2038), Design Load: HS 20, Features Intersected: NS CORP RR, Facility Carried by Structure: I80 OH TPK WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.804, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8629684, Location: 0.8MI WEST OF EXIT 13 (Lat: 41.612411, Lng: -84.534911), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 11,038 (year 2018), Truck Traffic: 27%, Average Future Daily Traffic: 15,321 (year 2038), Design Load: HS 20, Features Intersected: NS CORP RR, Facility Carried by Structure: I80 OH TPK WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.804, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8629706, Location: 1.7MI WEST OF EXIT 13 (Lat: 41.609389, Lng: -84.516981), Route carried "on" structure: County highway C0049, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 16,000 (year 2012), Truck Traffic: 38%, Average Future Daily Traffic: 13,505 (year 2032), Design Load: HS 20, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 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: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8629706, Location: 1.7MI WEST OF EXIT 13 (Lat: 41.609389, Lng: -84.516981), Route carried "on" structure: County highway C0049, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 16,000 (year 2012), Truck Traffic: 38%, Average Future Daily Traffic: 13,505 (year 2032), Design Load: HS 20, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 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: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8631727, Location: 12410 RD17 (Lat: 41.592311, Lng: -84.497061), Route carried "on" structure: County highway C0013, Year Built: 1973, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 479 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 665 (year 2035), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: CR 13 (17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 8631727, Location: 12410 RD17 (Lat: 41.592311, Lng: -84.497061), Route carried "on" structure: County highway C0013, Year Built: 1973, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 479 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 665 (year 2035), Design Load: HS 20, Features Intersected: BEAVER CREEK, Facility Carried by Structure: CR 13 (17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 8601232, Location: 0.2MI WEST OF EXIT 13 (Lat: 41.612881, Lng: -84.555039), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Features Intersected: SR-20A & SR-15, Facility Carried by Structure: SR 15/USR 20A
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 21.179, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 8601232, Location: 0.2MI WEST OF EXIT 13 (Lat: 41.612881, Lng: -84.555039), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Features Intersected: SR-20A & SR-15, Facility Carried by Structure: SR 15/USR 20A
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 21.179, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 8629552, Location: 1.8MI WEST OF EXIT 13 (Lat: 41.616639, Lng: -84.583839), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 21,406 (year 2015), Truck Traffic: 45%, Features Intersected: CUMMINS RD MP0116, Facility Carried by Structure: CUMMINS RD
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 18.717, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 8629552, Location: 1.8MI WEST OF EXIT 13 (Lat: 41.616639, Lng: -84.583839), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 21,406 (year 2015), Truck Traffic: 45%, Features Intersected: CUMMINS RD MP0116, Facility Carried by Structure: CUMMINS RD
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 18.717, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 8629579, Location: 1.3MI WEST OF EXIT 13 (Lat: 41.615819, Lng: -84.574300), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 9,570 (year 1972), Features Intersected: TOWNSHIP LINE RD MP0121, Facility Carried by Structure: TOWNSHIP LINE RD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 19.505, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 8629579, Location: 1.3MI WEST OF EXIT 13 (Lat: 41.615819, Lng: -84.574300), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 9,570 (year 1972), Features Intersected: TOWNSHIP LINE RD MP0121, Facility Carried by Structure: TOWNSHIP LINE RD
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 19.505, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 8629595, Location: 0.2MI WEST OF EXIT 13 (Lat: 41.614181, Lng: -84.554489), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 21,406 (year 2015), Truck Traffic: 45%, Features Intersected: SR15 US20A MP0132, Facility Carried by Structure: SR15/USR 20A
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 21.179, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 8629595, Location: 0.2MI WEST OF EXIT 13 (Lat: 41.614181, Lng: -84.554489), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 21,406 (year 2015), Truck Traffic: 45%, Features Intersected: SR15 US20A MP0132, Facility Carried by Structure: SR15/USR 20A
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 21.179, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 8629617, Location: AT EXIT 13 (Lat: 41.613731, Lng: -84.549189), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 21,740 (year 2015), Truck Traffic: 27%, Features Intersected: RAMP OVER OHIO TPK MP013, Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 21.613, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 8629617, Location: AT EXIT 13 (Lat: 41.613731, Lng: -84.549189), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 21,740 (year 2015), Truck Traffic: 27%, Features Intersected: RAMP OVER OHIO TPK MP013, Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 21.613, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 8629633, Location: 0.7MI EAST OF EXIT 13 (Lat: 41.612419, Lng: -84.536581), Route carried "under" structure: County highway 53, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 80 (year 1960), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: ST JOSEPH BEAVER R
Minimum Vertical Clearance: 7.49m (24.57ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 8629633, Location: 0.7MI EAST OF EXIT 13 (Lat: 41.612419, Lng: -84.536581), Route carried "under" structure: County highway 53, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 80 (year 1960), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: ST JOSEPH BEAVER R
Minimum Vertical Clearance: 7.49m (24.57ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 8629641, Location: 0.7MI WEST OF EXIT 13 (Lat: 41.612650, Lng: -84.536581), Route carried "under" structure: County highway 53, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 80 (year 1960), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: ST JOSEPH BEAVER R
Minimum Vertical Clearance: 7.49m (24.57ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 8629641, Location: 0.7MI WEST OF EXIT 13 (Lat: 41.612650, Lng: -84.536581), Route carried "under" structure: County highway 53, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 80 (year 1960), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: ST JOSEPH BEAVER R
Minimum Vertical Clearance: 7.49m (24.57ft), Kilometerpoint: 160.918, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 8629706, Location: 1.7MI WEST OF EXIT 13 (Lat: 41.609389, Lng: -84.516981), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 9,730 (year 1972), Features Intersected: PLEASANT HILL RD, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 24.349, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 8629706, Location: 1.7MI WEST OF EXIT 13 (Lat: 41.609389, Lng: -84.516981), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 9,730 (year 1972), Features Intersected: PLEASANT HILL RD, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 24.349, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)