Bridge Statistics for Hebron, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 151ft / 46.2mTotal length
- 265,592Total average daily traffic
- 51,601Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hebron
- No street view available for this location
- New bridges - historical statistics
- 61950-1959
- 61990-1999
- 52000-2009
- 22010-2019
- Bridge Condition - Deck
- 46.2%Very good
- 46.2%Good
- 7.7%Satisfactory
- Bridge Condition - Superstructure
- 53.8%Very good
- 46.2%Good
- Bridge Condition - Substructure
- 30.8%Very good
- 53.8%Good
- 7.7%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 36.4%Very good
- 36.4%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 4501934, Location: AT JCT OF IR70 (Lat: 39.942339, Lng: -82.535489), Route carried "on" structure: State highway 37, Year Built: 2001, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 10,282 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 14,271 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 37 OVER IR70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.542, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4501934, Location: AT JCT OF IR70 (Lat: 39.942339, Lng: -82.535489), Route carried "on" structure: State highway 37, Year Built: 2001, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 10,282 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 14,271 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 37 OVER IR70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.542, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4502213, Location: .5 MI WEST OF JCT SR 37 (Lat: 39.957661, Lng: -82.544831), Route carried "on" structure: US 40, Year Built: 2004, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 3,505 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,865 (year 2035), Design Load: HS 25 or greater, Features Intersected: US 40 OVER BELL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.326, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 16.5m (54.1ft)
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: 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: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4502213, Location: .5 MI WEST OF JCT SR 37 (Lat: 39.957661, Lng: -82.544831), Route carried "on" structure: US 40, Year Built: 2004, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 3,505 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,865 (year 2035), Design Load: HS 25 or greater, Features Intersected: US 40 OVER BELL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.326, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 16.5m (54.1ft)
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: 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: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4502248, Location: 1.2 M E OF JCT SR 79 (Lat: 39.961269, Lng: -82.469289), Route carried "on" structure: US 40, Year Built: 1994, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 7,550 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 10,479 (year 2035), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK LICKING RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.844, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Bituminous, Membrane: Built-up
Structure Number: 4502248, Location: 1.2 M E OF JCT SR 79 (Lat: 39.961269, Lng: -82.469289), Route carried "on" structure: US 40, Year Built: 1994, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 7,550 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 10,479 (year 2035), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK LICKING RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.844, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Bituminous, Membrane: Built-up
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Structure Number: 4503538, Location: 1 M E of JCT SR 37 (Lat: 39.942289, Lng: -82.516131), Route carried "on" structure: Interstate 70, Year Built: 2014, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 43,495 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 60,371 (year 2035), Design Load: HL 93, Features Intersected: IR 70 OVER TR 171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.2 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: 58.3 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4503538, Location: 1 M E of JCT SR 37 (Lat: 39.942289, Lng: -82.516131), Route carried "on" structure: Interstate 70, Year Built: 2014, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 43,495 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 60,371 (year 2035), Design Load: HL 93, Features Intersected: IR 70 OVER TR 171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.2 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: 58.3 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 450357, Location: .6 M W OF JCT SR 79 (Lat: 39.944400, Lng: -82.491539), Route carried "on" structure: Interstate 70, Year Built: 1958, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 21,748 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 30,186 (year 2035), Design Load: HS 20, Features Intersected: IR70 OVR S.F. LICKING RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.156, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 450357, Location: .6 M W OF JCT SR 79 (Lat: 39.944400, Lng: -82.491539), Route carried "on" structure: Interstate 70, Year Built: 1958, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 21,748 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 30,186 (year 2035), Design Load: HS 20, Features Intersected: IR70 OVR S.F. LICKING RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.156, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45036, Location: .6 M W OF JCT SR 79 (Lat: 39.944189, Lng: -82.491569), Route carried "on" structure: Interstate 70, Year Built: 1958, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 21,748 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 30,186 (year 2035), Design Load: HS 20, Features Intersected: IR70 OVR S.F. LICKING RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.156, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45036, Location: .6 M W OF JCT SR 79 (Lat: 39.944189, Lng: -82.491569), Route carried "on" structure: Interstate 70, Year Built: 1958, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 21,748 (year 2015), Truck Traffic: 25%, Average Future Daily Traffic: 30,186 (year 2035), Design Load: HS 20, Features Intersected: IR70 OVR S.F. LICKING RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.156, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4503694, Location: .1 M E OF JCT SR 79 (Lat: 39.945261, Lng: -82.478319), Route carried "on" structure: Interstate 70, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 19,521 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 27,095 (year 2035), Design Load: HS 20, Features Intersected: BUCKEYE LAKE OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.299, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4503694, Location: .1 M E OF JCT SR 79 (Lat: 39.945261, Lng: -82.478319), Route carried "on" structure: Interstate 70, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 19,521 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 27,095 (year 2035), Design Load: HS 20, Features Intersected: BUCKEYE LAKE OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.299, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4503724, Location: .1 ME OF JCT SR 79 (Lat: 39.945481, Lng: -82.478339), Route carried "on" structure: Interstate 70, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 19,521 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 27,095 (year 2035), Design Load: HS 20, Features Intersected: BUCKEYE LAKE OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.299, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4503724, Location: .1 ME OF JCT SR 79 (Lat: 39.945481, Lng: -82.478339), Route carried "on" structure: Interstate 70, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 19,521 (year 2015), Truck Traffic: 28%, Average Future Daily Traffic: 27,095 (year 2035), Design Load: HS 20, Features Intersected: BUCKEYE LAKE OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.299, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4504771, Location: NE RAMP AT JCT OF I-70 (Lat: 39.946661, Lng: -82.478361), Route carried "on" structure: Ramp State highway 79, Year Built: 1958, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,990 (year 1976), Average Future Daily Traffic: 11,090 (year 1996), Design Load: H 20, Features Intersected: NE RAMP OVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.290, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than 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: Integral Concrete
Structure Number: 4504771, Location: NE RAMP AT JCT OF I-70 (Lat: 39.946661, Lng: -82.478361), Route carried "on" structure: Ramp State highway 79, Year Built: 1958, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,990 (year 1976), Average Future Daily Traffic: 11,090 (year 1996), Design Load: H 20, Features Intersected: NE RAMP OVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.290, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than 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: Integral Concrete
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Structure Number: 4504836, Location: .2 M N OF JCT I-70 (Lat: 39.947911, Lng: -82.480700), Route carried "on" structure: State highway 79, Year Built: 1958, Year Reconstructed: 1996, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 14,557 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 20,205 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER SO FORK LIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.355, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4504836, Location: .2 M N OF JCT I-70 (Lat: 39.947911, Lng: -82.480700), Route carried "on" structure: State highway 79, Year Built: 1958, Year Reconstructed: 1996, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 14,557 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 20,205 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER SO FORK LIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.355, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4504844, Location: 01.35 N.OF IR70 (Lat: 39.961369, Lng: -82.480631), Route carried "on" structure: State highway 79, Year Built: 1996, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 6,531 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 9,065 (year 2035), Design Load: HS 20+Mod, Features Intersected: SB 79 OVER US 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 4504844, Location: 01.35 N.OF IR70 (Lat: 39.961369, Lng: -82.480631), Route carried "on" structure: State highway 79, Year Built: 1996, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 6,531 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 9,065 (year 2035), Design Load: HS 20+Mod, Features Intersected: SB 79 OVER US 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 4504879, Location: 01.35 MI N.OF IR70 (Lat: 39.961369, Lng: -82.480300), Route carried "on" structure: State highway 79, Year Built: 1996, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 6,531 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 9,065 (year 2035), Design Load: HS 20+Mod, Features Intersected: NB SR 79 OVER US 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 4504879, Location: 01.35 MI N.OF IR70 (Lat: 39.961369, Lng: -82.480300), Route carried "on" structure: State highway 79, Year Built: 1996, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 6,531 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 9,065 (year 2035), Design Load: HS 20+Mod, Features Intersected: NB SR 79 OVER US 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 4504887, Location: 0.36 MI N.OF US RT 40 (Lat: 39.963819, Lng: -82.481961), Route carried "on" structure: State highway 79, Year Built: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 13,800 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 19,154 (year 2035), Design Load: HS 20+Mod, Features Intersected: NATHAN HOUSE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.222, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 4504887, Location: 0.36 MI N.OF US RT 40 (Lat: 39.963819, Lng: -82.481961), Route carried "on" structure: State highway 79, Year Built: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 13,800 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 19,154 (year 2035), Design Load: HS 20+Mod, Features Intersected: NATHAN HOUSE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.222, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 4504909, Location: 2 MI N OF JCT US 40 (Lat: 39.986361, Lng: -82.484631), Route carried "on" structure: State highway 79, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16,451 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 22,834 (year 2035), Design Load: HS 25 or greater, Features Intersected: 79 OVER BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.925, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, 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
Structure Number: 4504909, Location: 2 MI N OF JCT US 40 (Lat: 39.986361, Lng: -82.484631), Route carried "on" structure: State highway 79, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16,451 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 22,834 (year 2035), Design Load: HS 25 or greater, Features Intersected: 79 OVER BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.925, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, 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
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Structure Number: 4537866, Location: 0.25 Mi S of Beaver Run (Lat: 39.979639, Lng: -82.507811), Route carried "on" structure: County highway T0137, Year Built: 2001, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20, Features Intersected: Beaver Run, Facility Carried by Structure: Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4537866, Location: 0.25 Mi S of Beaver Run (Lat: 39.979639, Lng: -82.507811), Route carried "on" structure: County highway T0137, Year Built: 2001, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20, Features Intersected: Beaver Run, Facility Carried by Structure: Canyon Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4501934, Location: AT JCT OF IR70 (Lat: 39.942339, Lng: -82.535489), Route carried "under" structure: Interstate 70, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 36,560 (year 2015), Truck Traffic: 30%, Features Intersected: I-70 UNDER SR 37, Facility Carried by Structure: SR 37
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 20.390, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.0m (98.4ft)
Structure Number: 4501934, Location: AT JCT OF IR70 (Lat: 39.942339, Lng: -82.535489), Route carried "under" structure: Interstate 70, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 36,560 (year 2015), Truck Traffic: 30%, Features Intersected: I-70 UNDER SR 37, Facility Carried by Structure: SR 37
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 20.390, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.0m (98.4ft)
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Structure Number: 4503538, Location: 1 M E of JCT SR 37 (Lat: 39.942289, Lng: -82.516131), Route carried "under" structure: County highway T0171, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Features Intersected: IR70, Facility Carried by Structure: IR 70
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 2.752, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 4503538, Location: 1 M E of JCT SR 37 (Lat: 39.942289, Lng: -82.516131), Route carried "under" structure: County highway T0171, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Features Intersected: IR70, Facility Carried by Structure: IR 70
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 2.752, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 4504844, Location: 01.35 N.OF IR70 (Lat: 39.961369, Lng: -82.480631), Route carried "under" structure: US 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,550 (year 2015), Truck Traffic: 3%, Features Intersected: SB SR 79 OVER US 40, Facility Carried by Structure: SB SR 79
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 25.862, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 4504844, Location: 01.35 N.OF IR70 (Lat: 39.961369, Lng: -82.480631), Route carried "under" structure: US 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,550 (year 2015), Truck Traffic: 3%, Features Intersected: SB SR 79 OVER US 40, Facility Carried by Structure: SB SR 79
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 25.862, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 4504879, Location: 01.35 MI N.OF IR70 (Lat: 39.961369, Lng: -82.480300), Route carried "under" structure: US 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,550 (year 2015), Truck Traffic: 3%, Features Intersected: NB SR 79 OVER US 40, Facility Carried by Structure: NB SR 79
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 25.894, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 4504879, Location: 01.35 MI N.OF IR70 (Lat: 39.961369, Lng: -82.480300), Route carried "under" structure: US 40, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 7,550 (year 2015), Truck Traffic: 3%, Features Intersected: NB SR 79 OVER US 40, Facility Carried by Structure: NB SR 79
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 25.894, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)