Bridge Statistics for Finneytown, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 95ft / 29.1mTotal length
- 282,817Total average daily traffic
- 9,426Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Finneytown
- No street view available for this location
- Bridge Condition - Superstructure
- 60.0%Very good
- 40.0%Good
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Structure Number: 310454, Location: 0.4 MI W.OF WINTON ROAD (Lat: 39.218969, Lng: -84.525261), Route carried "on" structure: County highway T0092, Year Built: 1995, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 65,014 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR-126, Facility Carried by Structure: MOCKINGBIRD RD T92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.9m (39.0ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 310454, Location: 0.4 MI W.OF WINTON ROAD (Lat: 39.218969, Lng: -84.525261), Route carried "on" structure: County highway T0092, Year Built: 1995, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 65,014 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR-126, Facility Carried by Structure: MOCKINGBIRD RD T92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.9m (39.0ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3104656, Location: 2.3 MILE WEST OF I-75 (Lat: 39.216981, Lng: -84.504469), Route carried "on" structure: State highway 126, Year Built: 1992, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 39,071 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 54,231 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILL CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.620, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 3104656, Location: 2.3 MILE WEST OF I-75 (Lat: 39.216981, Lng: -84.504469), Route carried "on" structure: State highway 126, Year Built: 1992, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 39,071 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 54,231 (year 2035), Design Load: HS 20+Mod, Features Intersected: MILL CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.620, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 3104729, Location: 0.7 MI WEST OF WINTON RD (Lat: 39.219261, Lng: -84.530789), Route carried "on" structure: County highway C0220, Year Built: 1996, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 20,186 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 65,014 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR126, Facility Carried by Structure: CR 220 (DALY RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.718, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.9m (55.4ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3104729, Location: 0.7 MI WEST OF WINTON RD (Lat: 39.219261, Lng: -84.530789), Route carried "on" structure: County highway C0220, Year Built: 1996, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 20,186 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 65,014 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR126, Facility Carried by Structure: CR 220 (DALY RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.718, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.9m (55.4ft)
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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3104753, Location: 0.2 MI N. OF GALBRAITH RD (Lat: 39.218831, Lng: -84.518111), Route carried "on" structure: County highway C0293, Year Built: 1996, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 28,310 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 56,832 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 126, Facility Carried by Structure: WINTON RD (CR 293)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 26.5m (86.9ft)
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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3104753, Location: 0.2 MI N. OF GALBRAITH RD (Lat: 39.218831, Lng: -84.518111), Route carried "on" structure: County highway C0293, Year Built: 1996, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 28,310 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 56,832 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 126, Facility Carried by Structure: WINTON RD (CR 293)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 26.5m (86.9ft)
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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3104796, Location: 2.2 MI WEST OF I-75 (Lat: 39.217269, Lng: -84.505569), Route carried "on" structure: State highway 126, Year Built: 1993, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 19,536 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 27,116 (year 2035), Design Load: HS 20+Mod, Features Intersected: GALBRAITH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.491, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3104796, Location: 2.2 MI WEST OF I-75 (Lat: 39.217269, Lng: -84.505569), Route carried "on" structure: State highway 126, Year Built: 1993, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 19,536 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 27,116 (year 2035), Design Load: HS 20+Mod, Features Intersected: GALBRAITH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.491, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3104834, Location: 2.2 MI WEST OF I-75 (Lat: 39.217150, Lng: -84.505919), Route carried "on" structure: State highway 126, Year Built: 1993, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 19,536 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 27,116 (year 2035), Design Load: HS 20+Mod, Features Intersected: GALBRAITH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.491, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3104834, Location: 2.2 MI WEST OF I-75 (Lat: 39.217150, Lng: -84.505919), Route carried "on" structure: State highway 126, Year Built: 1993, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 19,536 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 27,116 (year 2035), Design Load: HS 20+Mod, Features Intersected: GALBRAITH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.491, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 310454, Location: 0.4 MI W.OF WINTON ROAD (Lat: 39.218969, Lng: -84.525261), Route carried "under" structure: State highway 126, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 46,840 (year 2015), Truck Traffic: 3%, Features Intersected: MOCKINGBIRD LANE TR-92, Facility Carried by Structure: MOCKINGBIRD RD T92
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 16.769, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 310454, Location: 0.4 MI W.OF WINTON ROAD (Lat: 39.218969, Lng: -84.525261), Route carried "under" structure: State highway 126, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 46,840 (year 2015), Truck Traffic: 3%, Features Intersected: MOCKINGBIRD LANE TR-92, Facility Carried by Structure: MOCKINGBIRD RD T92
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 16.769, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 3104729, Location: 0.7 MI WEST OF WINTON RD (Lat: 39.219261, Lng: -84.530789), Route carried "under" structure: State highway 126, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 46,840 (year 2015), Truck Traffic: 3%, Features Intersected: CR 220 (DALY RD), Facility Carried by Structure: CR 220 (DALY RD)
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 16.287, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 3104729, Location: 0.7 MI WEST OF WINTON RD (Lat: 39.219261, Lng: -84.530789), Route carried "under" structure: State highway 126, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 46,840 (year 2015), Truck Traffic: 3%, Features Intersected: CR 220 (DALY RD), Facility Carried by Structure: CR 220 (DALY RD)
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 16.287, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 3104753, Location: 0.2 MI N. OF GALBRAITH RD (Lat: 39.218831, Lng: -84.518111), Route carried "under" structure: State highway 126, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 40,945 (year 2015), Truck Traffic: 3%, Features Intersected: CR 293 (WINTON RD ), Facility Carried by Structure: WINTON RD (CR 293)
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 17.397, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 3104753, Location: 0.2 MI N. OF GALBRAITH RD (Lat: 39.218831, Lng: -84.518111), Route carried "under" structure: State highway 126, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 40,945 (year 2015), Truck Traffic: 3%, Features Intersected: CR 293 (WINTON RD ), Facility Carried by Structure: WINTON RD (CR 293)
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 17.397, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 3104796, Location: 2.2 MI WEST OF I-75 (Lat: 39.217269, Lng: -84.505569), Route carried "under" structure: County highway 101, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 9,802 (year 2015), Truck Traffic: 7%, Features Intersected: SR 126, Facility Carried by Structure: S.R. 126
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 3104796, Location: 2.2 MI WEST OF I-75 (Lat: 39.217269, Lng: -84.505569), Route carried "under" structure: County highway 101, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 9,802 (year 2015), Truck Traffic: 7%, Features Intersected: SR 126, Facility Carried by Structure: S.R. 126
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 3104834, Location: 2.2 MI WEST OF I-75 (Lat: 39.217150, Lng: -84.505919), Route carried "under" structure: County highway 101, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 9,802 (year 2015), Truck Traffic: 7%, Features Intersected: SR 126, Facility Carried by Structure: S.R. 126
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 3104834, Location: 2.2 MI WEST OF I-75 (Lat: 39.217150, Lng: -84.505919), Route carried "under" structure: County highway 101, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 9,802 (year 2015), Truck Traffic: 7%, Features Intersected: SR 126, Facility Carried by Structure: S.R. 126
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)