Bridge Statistics for Fulton, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 207ft / 63.3mTotal length
- $850,000,000Total costs
- 264,504Total average daily traffic
- 54,138Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fulton
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11940-1949
- 21950-1959
- 111960-1969
- 21980-1989
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 72000-2009
- Bridge Condition - Deck
- 62.5%Excellent
- 12.5%Very good
- 12.5%Good
- 6.3%Satisfactory
- 6.3%Poor
- Bridge Condition - Superstructure
- 50.0%Excellent
- 31.3%Very good
- 6.3%Good
- 6.3%Satisfactory
- 6.3%Poor
- Bridge Condition - Substructure
- 50.0%Excellent
- 25.0%Very good
- 6.3%Good
- 12.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 10.0%Excellent
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
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Structure Number: 590117, Location: 2.73 MI N OF SR229 (Lat: 40.437550, Lng: -82.808439), Route carried "on" structure: County highway C0026, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 12.14m (39.83ft), Average Daily Traffic: 1,317 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 70,658 (year 2035), Design Load: HS 25 or greater, Features Intersected: IR 71, Facility Carried by Structure: OLIV GREN-MAR-FU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.3m (122.4ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 590117, Location: 2.73 MI N OF SR229 (Lat: 40.437550, Lng: -82.808439), Route carried "on" structure: County highway C0026, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 12.14m (39.83ft), Average Daily Traffic: 1,317 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 70,658 (year 2035), Design Load: HS 25 or greater, Features Intersected: IR 71, Facility Carried by Structure: OLIV GREN-MAR-FU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.3m (122.4ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 59012, Location: 3.19 MI N OF SR229 (Lat: 40.441989, Lng: -82.801881), Route carried "on" structure: Interstate 71, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 25,453 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 35,329 (year 2035), Design Load: HS 25 or greater, Features Intersected: BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 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: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 59012, Location: 3.19 MI N OF SR229 (Lat: 40.441989, Lng: -82.801881), Route carried "on" structure: Interstate 71, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 25,453 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 35,329 (year 2035), Design Load: HS 25 or greater, Features Intersected: BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 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: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 5901235, Location: 3.19 MI N OF SR229 (Lat: 40.441681, Lng: -82.801889), Route carried "on" structure: Interstate 71, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 25,453 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 35,329 (year 2035), Design Load: HS 25 or greater, Features Intersected: BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 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: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present desirable 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 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5901235, Location: 3.19 MI N OF SR229 (Lat: 40.441681, Lng: -82.801889), Route carried "on" structure: Interstate 71, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 25,453 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 35,329 (year 2035), Design Load: HS 25 or greater, Features Intersected: BIG WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 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: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present desirable 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 24 months, Inspection Date: June 2020, 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: 5901294, Location: 3.71 MI N OF SR229 (Lat: 40.446450, Lng: -82.794681), Route carried "on" structure: Interstate 71, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 25,453 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 35,329 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER TR-232 (KAUFMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5901294, Location: 3.71 MI N OF SR229 (Lat: 40.446450, Lng: -82.794681), Route carried "on" structure: Interstate 71, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 25,453 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 35,329 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER TR-232 (KAUFMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 5901324, Location: 3.71 MI N OF SR229 (Lat: 40.446431, Lng: -82.794231), Route carried "on" structure: Interstate 71, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 25,453 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 35,329 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER TR-232 (KAUFMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5901324, Location: 3.71 MI N OF SR229 (Lat: 40.446431, Lng: -82.794231), Route carried "on" structure: Interstate 71, Year Built: 1960, Year Reconstructed: 2009, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 25,453 (year 2015), Truck Traffic: 21%, Average Future Daily Traffic: 35,329 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER TR-232 (KAUFMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 5901359, Location: 4.4 MI N OF SR229 (Lat: 40.452839, Lng: -82.784081), Route carried "on" structure: County highway C0170, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 11.07m (36.32ft), Average Daily Traffic: 808 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 70,658 (year 2035), Design Load: HS 25 or greater, Features Intersected: IR 71, Facility Carried by Structure: BENN-HARM-CNT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5901359, Location: 4.4 MI N OF SR229 (Lat: 40.452839, Lng: -82.784081), Route carried "on" structure: County highway C0170, Year Built: 1960, Year Reconstructed: 2008, Status: Open, Structure Length: 11.07m (36.32ft), Average Daily Traffic: 808 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 70,658 (year 2035), Design Load: HS 25 or greater, Features Intersected: IR 71, Facility Carried by Structure: BENN-HARM-CNT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 5901383, Location: 5.26 MI N OF SR229 (Lat: 40.460600, Lng: -82.771600), Route carried "on" structure: County highway C0025, Year Built: 1959, Year Reconstructed: 2008, Status: Open, Structure Length: 11.97m (39.27ft), Average Daily Traffic: 1,521 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 70,658 (year 2035), Design Load: HS 25 or greater, Features Intersected: IR 71, Facility Carried by Structure: WALDO-FULT-CHEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5901383, Location: 5.26 MI N OF SR229 (Lat: 40.460600, Lng: -82.771600), Route carried "on" structure: County highway C0025, Year Built: 1959, Year Reconstructed: 2008, Status: Open, Structure Length: 11.97m (39.27ft), Average Daily Traffic: 1,521 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 70,658 (year 2035), Design Load: HS 25 or greater, Features Intersected: IR 71, Facility Carried by Structure: WALDO-FULT-CHEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 5903637, Location: 4.16 MI E OF US 42 (Lat: 40.481581, Lng: -82.824639), Route carried "on" structure: State highway 529, Year Built: 1961, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,475 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,047 (year 2035), Design Load: H 15, Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.052, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5903637, Location: 4.16 MI E OF US 42 (Lat: 40.481581, Lng: -82.824639), Route carried "on" structure: State highway 529, Year Built: 1961, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,475 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,047 (year 2035), Design Load: H 15, Features Intersected: ALUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.052, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 593, Location: .4MI.E.INT.TR26 & TR233 (Lat: 40.471111, Lng: -82.803519), Route carried "on" structure: County highway T0233, Year Built: 2014, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HL 93, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: TR233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), 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: 13.3m (43.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 593, Location: .4MI.E.INT.TR26 & TR233 (Lat: 40.471111, Lng: -82.803519), Route carried "on" structure: County highway T0233, Year Built: 2014, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HL 93, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: TR233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), 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: 13.3m (43.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5930002, Location: .2 MI. E. INT. CR26 (Lat: 40.461911, Lng: -82.802539), Route carried "on" structure: County highway C0025, Year Built: 2014, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 1,707 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,369 (year 2035), Design Load: HL 93, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: CR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.953, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 42.1 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: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $400,000,000, Total Project Cost: $400,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5930002, Location: .2 MI. E. INT. CR26 (Lat: 40.461911, Lng: -82.802539), Route carried "on" structure: County highway C0025, Year Built: 2014, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 1,707 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,369 (year 2035), Design Load: HL 93, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: CR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.953, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 42.1 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: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $400,000,000, Total Project Cost: $400,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5930324, Location: 1.1 MI E INT CR23 & SR61 (Lat: 40.480089, Lng: -82.799519), Route carried "on" structure: County highway C0023, Year Built: 1981, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 558 (year 2035), Design Load: HS 20, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: CR23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.796, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5930324, Location: 1.1 MI E INT CR23 & SR61 (Lat: 40.480089, Lng: -82.799519), Route carried "on" structure: County highway C0023, Year Built: 1981, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 558 (year 2035), Design Load: HS 20, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: CR23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.796, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5930375, Location: .4 MI.E.INT.CR26 & TR179 (Lat: 40.437839, Lng: -82.801411), Route carried "on" structure: County highway T0179, Year Built: 1981, Year Reconstructed: 2001, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 62 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 86 (year 2035), Design Load: HS 20, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: TR179
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.405, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5930375, Location: .4 MI.E.INT.CR26 & TR179 (Lat: 40.437839, Lng: -82.801411), Route carried "on" structure: County highway T0179, Year Built: 1981, Year Reconstructed: 2001, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 62 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 86 (year 2035), Design Load: HS 20, Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: TR179
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.405, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5930464, Location: .3 MI.E.INT.CR26 & TR232 (Lat: 40.446669, Lng: -82.803331), Route carried "on" structure: County highway T0232, Year Built: 1900, Year Reconstructed: 2003, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 66 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 92 (year 2035), Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: TR232
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.429, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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, 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5930464, Location: .3 MI.E.INT.CR26 & TR232 (Lat: 40.446669, Lng: -82.803331), Route carried "on" structure: County highway T0232, Year Built: 1900, Year Reconstructed: 2003, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 66 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 92 (year 2035), Features Intersected: BIG WALNUT CREEK, Facility Carried by Structure: TR232
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.429, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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, 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5931576, Location: .9 MI.E.INT.TR166 & TR159 (Lat: 40.437750, Lng: -82.880681), Route carried "on" structure: County highway T0159, Year Built: 1945, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: TURKEY RUN, Facility Carried by Structure: TR159
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.699, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5931576, Location: .9 MI.E.INT.TR166 & TR159 (Lat: 40.437750, Lng: -82.880681), Route carried "on" structure: County highway T0159, Year Built: 1945, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: TURKEY RUN, Facility Carried by Structure: TR159
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.699, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 5931623, Location: 0.3 MI. E. OF CR 24 (Lat: 40.436111, Lng: -82.845281), Route carried "on" structure: County highway T0161, Year Built: 2016, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 325 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 451 (year 2035), Design Load: HL 93, Features Intersected: ALUM CREEK, Facility Carried by Structure: TR 161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 61.6 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $450,000,000, Total Project Cost: $450,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5931623, Location: 0.3 MI. E. OF CR 24 (Lat: 40.436111, Lng: -82.845281), Route carried "on" structure: County highway T0161, Year Built: 2016, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 325 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 451 (year 2035), Design Load: HL 93, Features Intersected: ALUM CREEK, Facility Carried by Structure: TR 161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 61.6 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $450,000,000, Total Project Cost: $450,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5934702, Location: 0.3 MI. EAST INT. CR24 (Lat: 40.463500, Lng: -82.836019), Route carried "on" structure: County highway CO025, Year Built: 2010, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,626 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,257 (year 2035), Design Load: HS 20, Features Intersected: ALUM CREEK, Facility Carried by Structure: CR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5934702, Location: 0.3 MI. EAST INT. CR24 (Lat: 40.463500, Lng: -82.836019), Route carried "on" structure: County highway CO025, Year Built: 2010, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 1,626 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,257 (year 2035), Design Load: HS 20, Features Intersected: ALUM CREEK, Facility Carried by Structure: CR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 590117, Location: 2.73 MI N OF SR229 (Lat: 40.437550, Lng: -82.808439), Route carried "under" structure: Interstate 71, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 50,906 (year 2015), Truck Traffic: 21%, Features Intersected: UNDER (OLIV GREN-MAR-FUL, Facility Carried by Structure: OLIV GREN-MAR-FU
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 10.622, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.3m (122.4ft)
Structure Number: 590117, Location: 2.73 MI N OF SR229 (Lat: 40.437550, Lng: -82.808439), Route carried "under" structure: Interstate 71, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 50,906 (year 2015), Truck Traffic: 21%, Features Intersected: UNDER (OLIV GREN-MAR-FUL, Facility Carried by Structure: OLIV GREN-MAR-FU
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 10.622, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.3m (122.4ft)
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Structure Number: 5901294, Location: 3.71 MI N OF SR229 (Lat: 40.446450, Lng: -82.794681), Route carried "under" structure: County highway T232, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 66 (year 2015), Truck Traffic: 8%, Features Intersected: IR 71 SB, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.3m (56.8ft)
Structure Number: 5901294, Location: 3.71 MI N OF SR229 (Lat: 40.446450, Lng: -82.794681), Route carried "under" structure: County highway T232, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 66 (year 2015), Truck Traffic: 8%, Features Intersected: IR 71 SB, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.3m (56.8ft)
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Structure Number: 5901324, Location: 3.71 MI N OF SR229 (Lat: 40.446431, Lng: -82.794231), Route carried "under" structure: County highway T232, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 66 (year 2015), Truck Traffic: 8%, Features Intersected: TR 71 SB, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.3m (56.8ft)
Structure Number: 5901324, Location: 3.71 MI N OF SR229 (Lat: 40.446431, Lng: -82.794231), Route carried "under" structure: County highway T232, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 66 (year 2015), Truck Traffic: 8%, Features Intersected: TR 71 SB, Facility Carried by Structure: I-71
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.3m (56.8ft)
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Structure Number: 5901359, Location: 4.4 MI N OF SR229 (Lat: 40.452839, Lng: -82.784081), Route carried "under" structure: Interstate 71, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 50,906 (year 2015), Truck Traffic: 21%, Features Intersected: UNDER BENN-HARM-CNT RD, Facility Carried by Structure: BENN-HARM-CNT RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 13.277, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
Structure Number: 5901359, Location: 4.4 MI N OF SR229 (Lat: 40.452839, Lng: -82.784081), Route carried "under" structure: Interstate 71, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 50,906 (year 2015), Truck Traffic: 21%, Features Intersected: UNDER BENN-HARM-CNT RD, Facility Carried by Structure: BENN-HARM-CNT RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 13.277, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
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Structure Number: 5901383, Location: 5.26 MI N OF SR229 (Lat: 40.460600, Lng: -82.771600), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 50,906 (year 2015), Truck Traffic: 21%, Features Intersected: UNDER (WALDO-FULT-CHESTR, Facility Carried by Structure: WALDO-FULT-CHEST
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 14.661, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 5901383, Location: 5.26 MI N OF SR229 (Lat: 40.460600, Lng: -82.771600), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 50,906 (year 2015), Truck Traffic: 21%, Features Intersected: UNDER (WALDO-FULT-CHESTR, Facility Carried by Structure: WALDO-FULT-CHEST
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 14.661, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)