Bridge Statistics for Albany, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 135ft / 40.8mTotal length
- $10,000Total costs
- 29,754Total average daily traffic
- 2,327Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Albany
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 11950-1959
- 11960-1969
- 51970-1979
- 21980-1989
- 61990-1999
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 21980-1989
- Bridge Condition - Deck
- 10.0%Excellent
- 25.0%Very good
- 40.0%Good
- 15.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 10.0%Excellent
- 40.0%Very good
- 35.0%Good
- 10.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Substructure
- 10.0%Excellent
- 25.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 5.0%Poor
- Bridge Condition - Channel
- 11.8%Excellent
- 23.5%Very good
- 5.9%Good
- 52.9%Satisfactory
- 5.9%Fair
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Structure Number: 501417, Location: SR 681 S.L.M.0715 (Lat: 39.224500, Lng: -82.200681), Route carried "on" structure: US 50, Year Built: 1970, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 3,838 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 5,327 (year 2035), Design Load: HS 20, Features Intersected: STATE ROUTE 681
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 501417, Location: SR 681 S.L.M.0715 (Lat: 39.224500, Lng: -82.200681), Route carried "on" structure: US 50, Year Built: 1970, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 3,838 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 5,327 (year 2035), Design Load: HS 20, Features Intersected: STATE ROUTE 681
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 501425, Location: 5.1M W OF JCT SR143 (Lat: 39.251211, Lng: -82.178061), Route carried "on" structure: US 50, Year Built: 1987, Status: Open, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 6,105 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 8,474 (year 2035), Design Load: HS 20+Mod, Features Intersected: MARGARET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.833, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 501425, Location: 5.1M W OF JCT SR143 (Lat: 39.251211, Lng: -82.178061), Route carried "on" structure: US 50, Year Built: 1987, Status: Open, Structure Length: 3.42m (11.22ft), Average Daily Traffic: 6,105 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 8,474 (year 2035), Design Load: HS 20+Mod, Features Intersected: MARGARET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.833, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 501441, Location: S.R. 681 S.L.M. 0715 (Lat: 39.224381, Lng: -82.200481), Route carried "on" structure: US 50, Year Built: 1970, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 3,838 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 5,327 (year 2035), Design Load: HS 20, Features Intersected: STATE ROUTE 681
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 501441, Location: S.R. 681 S.L.M. 0715 (Lat: 39.224381, Lng: -82.200481), Route carried "on" structure: US 50, Year Built: 1970, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 3,838 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 5,327 (year 2035), Design Load: HS 20, Features Intersected: STATE ROUTE 681
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 501476, Location: 5.1M W OF JCT SR143 (Lat: 39.251150, Lng: -82.177789), Route carried "on" structure: US 50, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 6,105 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 8,474 (year 2035), Design Load: H 20, Features Intersected: MARGARET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.833, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
Structure Number: 501476, Location: 5.1M W OF JCT SR143 (Lat: 39.251150, Lng: -82.177789), Route carried "on" structure: US 50, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 6,105 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 8,474 (year 2035), Design Load: H 20, Features Intersected: MARGARET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.833, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up
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Structure Number: 503045, Location: 0.75MI E JCT. USR 50 (Lat: 39.213589, Lng: -82.252350), Route carried "on" structure: State highway 143, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 309 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 429 (year 2038), Design Load: HS 20+Mod, Features Intersected: FLAT RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: Monolithic Concrete, Membrane: Epoxy
Structure Number: 503045, Location: 0.75MI E JCT. USR 50 (Lat: 39.213589, Lng: -82.252350), Route carried "on" structure: State highway 143, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 309 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 429 (year 2038), Design Load: HS 20+Mod, Features Intersected: FLAT RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: Monolithic Concrete, Membrane: Epoxy
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Structure Number: 504467, Location: 4.5 MI E JCT SR 356 (Lat: 39.255911, Lng: -82.224900), Route carried "on" structure: State highway 681, Year Built: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 146 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 203 (year 2038), Design Load: HS 20+Mod, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.162, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 504467, Location: 4.5 MI E JCT SR 356 (Lat: 39.255911, Lng: -82.224900), Route carried "on" structure: State highway 681, Year Built: 1993, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 146 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 203 (year 2038), Design Load: HS 20+Mod, Features Intersected: ONION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.162, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 504637, Location: 7.5M E OF JCT SR356 (Lat: 39.222000, Lng: -82.195139), Route carried "on" structure: State highway 681, Year Built: 1989, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,941 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,694 (year 2038), Design Load: HS 20+Mod, Features Intersected: CONRAIL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Other Coated Reinforcing
Structure Number: 504637, Location: 7.5M E OF JCT SR356 (Lat: 39.222000, Lng: -82.195139), Route carried "on" structure: State highway 681, Year Built: 1989, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,941 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,694 (year 2038), Design Load: HS 20+Mod, Features Intersected: CONRAIL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Other Coated Reinforcing
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Structure Number: 550078, Location: 1 MI N OF CR76 (Lat: 39.254061, Lng: -82.153389), Route carried "on" structure: County highway T0055, Year Built: 1993, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 173 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRCH OF MARGARET CREEK, Facility Carried by Structure: ALEX TWP RD 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 550078, Location: 1 MI N OF CR76 (Lat: 39.254061, Lng: -82.153389), Route carried "on" structure: County highway T0055, Year Built: 1993, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 173 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRCH OF MARGARET CREEK, Facility Carried by Structure: ALEX TWP RD 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 550116, Location: JCT CR 19 (Lat: 39.234650, Lng: -82.173989), Route carried "on" structure: County highway C0070, Year Built: 1977, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 386 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 536 (year 2035), Design Load: H 15, Features Intersected: MARGARETS CREEK, Facility Carried by Structure: MEADOWBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $1,000, Total Project Cost: $10,000, Deck Structure Type: Wood or Timber
Structure Number: 550116, Location: JCT CR 19 (Lat: 39.234650, Lng: -82.173989), Route carried "on" structure: County highway C0070, Year Built: 1977, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 386 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 536 (year 2035), Design Load: H 15, Features Intersected: MARGARETS CREEK, Facility Carried by Structure: MEADOWBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $1,000, Total Project Cost: $10,000, Deck Structure Type: Wood or Timber
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Structure Number: 550124, Location: 2.3 MI. NORTH OF SR681 (Lat: 39.248269, Lng: -82.168019), Route carried "on" structure: County highway C0019, Year Built: 1935, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 220 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 305 (year 2035), Design Load: H 15, Features Intersected: MARGARETS CREEK, Facility Carried by Structure: HEBBARDSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 550124, Location: 2.3 MI. NORTH OF SR681 (Lat: 39.248269, Lng: -82.168019), Route carried "on" structure: County highway C0019, Year Built: 1935, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 220 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 305 (year 2035), Design Load: H 15, Features Intersected: MARGARETS CREEK, Facility Carried by Structure: HEBBARDSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 550752, Location: CR13 .36 MILES N. CNTY LN (Lat: 39.205950, Lng: -82.202281), Route carried "on" structure: County highway C0013, Year Built: 1961, Year Reconstructed: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 20, Features Intersected: BILLY CREEK, Facility Carried by Structure: CR13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: Bituminous
Structure Number: 550752, Location: CR13 .36 MILES N. CNTY LN (Lat: 39.205950, Lng: -82.202281), Route carried "on" structure: County highway C0013, Year Built: 1961, Year Reconstructed: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 20, Features Intersected: BILLY CREEK, Facility Carried by Structure: CR13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: Bituminous
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Structure Number: 55076, Location: JUST WEST OF CR 10 (Lat: 39.241689, Lng: -82.249989), Route carried "on" structure: County highway C0014, Year Built: 1930, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 227 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 315 (year 2035), Design Load: HS 20, Features Intersected: LEADING CREEK, Facility Carried by Structure: FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: Concrete Cast-file-Place
Structure Number: 55076, Location: JUST WEST OF CR 10 (Lat: 39.241689, Lng: -82.249989), Route carried "on" structure: County highway C0014, Year Built: 1930, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 227 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 315 (year 2035), Design Load: HS 20, Features Intersected: LEADING CREEK, Facility Carried by Structure: FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: Concrete Cast-file-Place
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Structure Number: 550876, Location: CR13 .3 MILES N. CNTY LNE (Lat: 39.205050, Lng: -82.202050), Route carried "on" structure: County highway C0013, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 20, Features Intersected: BILLY CREEK, Facility Carried by Structure: LEE 13 C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 550876, Location: CR13 .3 MILES N. CNTY LNE (Lat: 39.205050, Lng: -82.202050), Route carried "on" structure: County highway C0013, Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2035), Design Load: HS 20, Features Intersected: BILLY CREEK, Facility Carried by Structure: LEE 13 C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5302501, Location: 2.8 MI N OF JCT SR 692 (Lat: 39.165981, Lng: -82.206731), Route carried "on" structure: State highway 143, Year Built: 2013, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 366 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 508 (year 2035), Design Load: HL 93, Features Intersected: FIVE MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 68.0 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: 51.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5302501, Location: 2.8 MI N OF JCT SR 692 (Lat: 39.165981, Lng: -82.206731), Route carried "on" structure: State highway 143, Year Built: 2013, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 366 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 508 (year 2035), Design Load: HL 93, Features Intersected: FIVE MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 68.0 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: 51.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 5302536, Location: 4.5M S ATHENS CO. LINE (Lat: 39.162889, Lng: -82.219431), Route carried "on" structure: State highway 143, Year Built: 1991, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 366 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 508 (year 2035), Design Load: HS 20, Features Intersected: LEADING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5302536, Location: 4.5M S ATHENS CO. LINE (Lat: 39.162889, Lng: -82.219431), Route carried "on" structure: State highway 143, Year Built: 1991, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 366 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 508 (year 2035), Design Load: HS 20, Features Intersected: LEADING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 5302553, Location: 3.92M S ATHENS CO LINE (Lat: 39.162131, Lng: -82.231400), Route carried "on" structure: State highway 143, Year Built: 2016, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 366 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 508 (year 2035), Design Load: HL 93, Features Intersected: SHARPS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5302553, Location: 3.92M S ATHENS CO LINE (Lat: 39.162131, Lng: -82.231400), Route carried "on" structure: State highway 143, Year Built: 2016, Status: Open, Structure Length: 2.52m (8.27ft), Average Daily Traffic: 366 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 508 (year 2035), Design Load: HL 93, Features Intersected: SHARPS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5333083, Location: 0.337 MILE NE OF SR143 (Lat: 39.170131, Lng: -82.240139), Route carried "on" structure: County highway C0001, Year Built: 2011, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 516 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 716 (year 2035), Design Load: HL 93, Features Intersected: LEADING CREEK TRIB., Facility Carried by Structure: C1 SCHOOL LOT ACL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.119, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5333083, Location: 0.337 MILE NE OF SR143 (Lat: 39.170131, Lng: -82.240139), Route carried "on" structure: County highway C0001, Year Built: 2011, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 516 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 716 (year 2035), Design Load: HL 93, Features Intersected: LEADING CREEK TRIB., Facility Carried by Structure: C1 SCHOOL LOT ACL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.119, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5333105, Location: 0.770 MILE N. OF C11 (Lat: 39.161389, Lng: -82.221939), Route carried "on" structure: County highway C0010, Year Built: 1998, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 138 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 192 (year 2035), Design Load: HS 20, Features Intersected: LEADING CREEK, Facility Carried by Structure: C10 CARPENTER HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.760, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5333105, Location: 0.770 MILE N. OF C11 (Lat: 39.161389, Lng: -82.221939), Route carried "on" structure: County highway C0010, Year Built: 1998, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 138 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 192 (year 2035), Design Load: HS 20, Features Intersected: LEADING CREEK, Facility Carried by Structure: C10 CARPENTER HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.760, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5333598, Location: 2.117 MILES SE OF C1 (Lat: 39.177539, Lng: -82.213750), Route carried "on" structure: County highway T0003, Year Built: 1939, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: LEADING CREEK, Facility Carried by Structure: TR 3 JONES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.407, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 19.4 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: 13.0 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5333598, Location: 2.117 MILES SE OF C1 (Lat: 39.177539, Lng: -82.213750), Route carried "on" structure: County highway T0003, Year Built: 1939, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: LEADING CREEK, Facility Carried by Structure: TR 3 JONES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.407, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 19.4 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: 13.0 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5333768, Location: 0.329 MILE E. OF C10 (Lat: 39.176819, Lng: -82.201261), Route carried "on" structure: County highway T0003, Year Built: 1934, Year Reconstructed: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: FIVEMILE RUN, Facility Carried by Structure: TR 3 WOODYARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.620, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than 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: Bituminous
Structure Number: 5333768, Location: 0.329 MILE E. OF C10 (Lat: 39.176819, Lng: -82.201261), Route carried "on" structure: County highway T0003, Year Built: 1934, Year Reconstructed: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Features Intersected: FIVEMILE RUN, Facility Carried by Structure: TR 3 WOODYARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.620, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than 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: Bituminous
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Structure Number: 501417, Location: SR 681 S.L.M.0715 (Lat: 39.224500, Lng: -82.200681), Route carried "under" structure: State highway 681, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,671 (year 2015), Truck Traffic: 3%, Features Intersected: US 50, Facility Carried by Structure: USR 50
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.507, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 501417, Location: SR 681 S.L.M.0715 (Lat: 39.224500, Lng: -82.200681), Route carried "under" structure: State highway 681, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,671 (year 2015), Truck Traffic: 3%, Features Intersected: US 50, Facility Carried by Structure: USR 50
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.507, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 501441, Location: S.R. 681 S.L.M. 0715 (Lat: 39.224381, Lng: -82.200481), Route carried "under" structure: State highway 681, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,671 (year 2015), Truck Traffic: 3%, Features Intersected: US 50, Facility Carried by Structure: USR 50
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.539, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 501441, Location: S.R. 681 S.L.M. 0715 (Lat: 39.224381, Lng: -82.200481), Route carried "under" structure: State highway 681, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,671 (year 2015), Truck Traffic: 3%, Features Intersected: US 50, Facility Carried by Structure: USR 50
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.539, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)