Bridge Statistics for Belva, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 108ft / 32.8mTotal length
- $2,661,000Total costs
- 9,655Total average daily traffic
- 729Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Belva
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41980-1989
- 51990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 54.5%Good
- 36.4%Satisfactory
- 9.1%Poor
- Bridge Condition - Superstructure
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 27.3%Good
- 45.5%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 9.1%Excellent
- 36.4%Very good
- 18.2%Good
- 9.1%Satisfactory
- 27.3%Fair
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Structure Number: 10A06, Location: 0.28 Miles E. of WV 16 (Lat: 38.237050, Lng: -81.185461), Route carried "on" structure: County highway 1603, Year Built: 1996, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 565 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 689 (year 2040), Design Load: HS 25 or greater, Features Intersected: BELLS CREEK, Facility Carried by Structure: COUNTY ROUTE 16/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A06, Location: 0.28 Miles E. of WV 16 (Lat: 38.237050, Lng: -81.185461), Route carried "on" structure: County highway 1603, Year Built: 1996, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 565 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 689 (year 2040), Design Load: HS 25 or greater, Features Intersected: BELLS CREEK, Facility Carried by Structure: COUNTY ROUTE 16/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: August 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10A132, Location: 0.02 Miles N. of CR 60/3 (Lat: 38.225261, Lng: -81.152381), Route carried "on" structure: County highway 3901, Year Built: 1992, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 886 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,081 (year 2040), Design Load: HS 25 or greater, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 39/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $172,000, Total Project Cost: $587,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10A132, Location: 0.02 Miles N. of CR 60/3 (Lat: 38.225261, Lng: -81.152381), Route carried "on" structure: County highway 3901, Year Built: 1992, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 886 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,081 (year 2040), Design Load: HS 25 or greater, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 39/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $172,000, Total Project Cost: $587,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10A15, Location: 0.64 Miles S. of CR 39/1 (Lat: 38.214550, Lng: -81.143700), Route carried "on" structure: County highway 6003, Year Built: 1987, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 332 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 405 (year 2039), Design Load: HS 20, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A15, Location: 0.64 Miles S. of CR 39/1 (Lat: 38.214550, Lng: -81.143700), Route carried "on" structure: County highway 6003, Year Built: 1987, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 332 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 405 (year 2039), Design Load: HS 20, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10A151, Location: 0.19 Miles S. of CR 39/1 (Lat: 38.222461, Lng: -81.151750), Route carried "on" structure: County highway 6003, Year Built: 1992, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 332 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 405 (year 2039), Design Load: HS 25 or greater, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.852, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $202,000, Total Project Cost: $580,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A151, Location: 0.19 Miles S. of CR 39/1 (Lat: 38.222461, Lng: -81.151750), Route carried "on" structure: County highway 6003, Year Built: 1992, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 332 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 405 (year 2039), Design Load: HS 25 or greater, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.852, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $202,000, Total Project Cost: $580,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10A196, Location: 0.01 Miles N. of CR 60/21 (Lat: 38.210131, Lng: -81.138319), Route carried "on" structure: County highway 6003, Year Built: 1988, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 379 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 462 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRIDGE FORK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.937, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10A196, Location: 0.01 Miles N. of CR 60/21 (Lat: 38.210131, Lng: -81.138319), Route carried "on" structure: County highway 6003, Year Built: 1988, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 379 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 462 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRIDGE FORK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.937, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10A197, Location: 0.19 Miles N. of CR 60/21 (Lat: 38.211869, Lng: -81.140489), Route carried "on" structure: County highway 6003, Year Built: 1988, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 379 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 462 (year 2039), Design Load: HS 25 or greater, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.243, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $178,000, Total Project Cost: $481,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A197, Location: 0.19 Miles N. of CR 60/21 (Lat: 38.211869, Lng: -81.140489), Route carried "on" structure: County highway 6003, Year Built: 1988, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 379 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 462 (year 2039), Design Load: HS 25 or greater, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.243, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $178,000, Total Project Cost: $481,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10A198, Location: 0.03 Miles S. of CR 60/21 (Lat: 38.210150, Lng: -81.137550), Route carried "on" structure: County highway 6003, Year Built: 1989, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 134 (year 2040), Design Load: HS 25 or greater, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A198, Location: 0.03 Miles S. of CR 60/21 (Lat: 38.210150, Lng: -81.137550), Route carried "on" structure: County highway 6003, Year Built: 1989, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 134 (year 2040), Design Load: HS 25 or greater, Features Intersected: RICH CREEK, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10A255, Location: 0.64 Miles S. of CR 39/1 (Lat: 38.219519, Lng: -81.150111), Route carried "on" structure: County highway 6003, Year Built: 1998, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 332 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 405 (year 2040), Design Load: HS 25 or greater, Features Intersected: LICK BRANCH, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A255, Location: 0.64 Miles S. of CR 39/1 (Lat: 38.219519, Lng: -81.150111), Route carried "on" structure: County highway 6003, Year Built: 1998, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 332 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 405 (year 2040), Design Load: HS 25 or greater, Features Intersected: LICK BRANCH, Facility Carried by Structure: COUNTY ROUTE 60/3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10A29, Location: 0.01 Miles N. of CR 60/3 (Lat: 38.226461, Lng: -81.152900), Route carried "on" structure: County highway 3901, Year Built: 2004, Status: Open, Structure Length: 14.37m (47.15ft), Average Daily Traffic: 886 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,081 (year 2039), Design Load: HS 25 or greater, Features Intersected: GAULEY RIVER, Facility Carried by Structure: COUNTY ROUTE 39/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.36m (47.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2018, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $498,000, Total Project Cost: $1,013,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A29, Location: 0.01 Miles N. of CR 60/3 (Lat: 38.226461, Lng: -81.152900), Route carried "on" structure: County highway 3901, Year Built: 2004, Status: Open, Structure Length: 14.37m (47.15ft), Average Daily Traffic: 886 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,081 (year 2039), Design Load: HS 25 or greater, Features Intersected: GAULEY RIVER, Facility Carried by Structure: COUNTY ROUTE 39/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 54.9m (180.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.36m (47.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2018, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $498,000, Total Project Cost: $1,013,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34A109, Location: 0.09 Miles E. of WV 39 (Lat: 38.234889, Lng: -81.129481), Route carried "on" structure: County highway 1925, Year Built: 1998, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 189 (year 2039), Design Load: HS 25 or greater, Features Intersected: LITTLE ELK CREEK, Facility Carried by Structure: COUNTY ROUTE 19/25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 12.0m (39.4ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A109, Location: 0.09 Miles E. of WV 39 (Lat: 38.234889, Lng: -81.129481), Route carried "on" structure: County highway 1925, Year Built: 1998, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 189 (year 2039), Design Load: HS 25 or greater, Features Intersected: LITTLE ELK CREEK, Facility Carried by Structure: COUNTY ROUTE 19/25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 12.0m (39.4ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34A138, Location: 0.20 Miles W. of CR 16/6 (Lat: 38.229469, Lng: -81.193689), Route carried "on" structure: State highway 3900, Year Built: 2011, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 2,621 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,198 (year 2040), Design Load: HL 93, Features Intersected: BELLS CREEK, Facility Carried by Structure: WV 39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34A138, Location: 0.20 Miles W. of CR 16/6 (Lat: 38.229469, Lng: -81.193689), Route carried "on" structure: State highway 3900, Year Built: 2011, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 2,621 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,198 (year 2040), Design Load: HL 93, Features Intersected: BELLS CREEK, Facility Carried by Structure: WV 39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34A057, Location: 0.12 Miles W. of CR 16/6 (Lat: 38.230231, Lng: -81.193019), Route carried "under" structure: State highway 3900, Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 2,683 (year 2022), Truck Traffic: 9%, Features Intersected: WV 39, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.14m (13.58ft), Kilometerpoint: 0.129, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 34A057, Location: 0.12 Miles W. of CR 16/6 (Lat: 38.230231, Lng: -81.193019), Route carried "under" structure: State highway 3900, Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 2,683 (year 2022), Truck Traffic: 9%, Features Intersected: WV 39, Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 4.14m (13.58ft), Kilometerpoint: 0.129, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)