Bridge Statistics for Rainelle, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 72ft / 22.5mTotal length
- $2,199,000Total costs
- 19,259Total average daily traffic
- 1,512Total average daily truck traffic
- 24,693Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Rainelle
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21950-1959
- 11970-1979
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 30.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Superstructure
- 30.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 18.2%Excellent
- 45.5%Very good
- 18.2%Good
- 18.2%Fair
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Structure Number: 13A102, Location: 0.11 Miles W. of CR 60/32 (Lat: 37.968711, Lng: -80.768569), Route carried "on" structure: US 6000, Year Built: 1925, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,360 (year 2039), Features Intersected: SEWELL CREEK, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $578,000, Total Project Cost: $1,480,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13A102, Location: 0.11 Miles W. of CR 60/32 (Lat: 37.968711, Lng: -80.768569), Route carried "on" structure: US 6000, Year Built: 1925, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,360 (year 2039), Features Intersected: SEWELL CREEK, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $578,000, Total Project Cost: $1,480,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13A103, Location: 0.10 Miles W. of CR 60/1 (Lat: 37.970419, Lng: -80.764319), Route carried "on" structure: US 6000, Year Built: 1931, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,360 (year 2039), Features Intersected: LITTLE SEWELL CREEK, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $238,000, Total Project Cost: $623,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13A103, Location: 0.10 Miles W. of CR 60/1 (Lat: 37.970419, Lng: -80.764319), Route carried "on" structure: US 6000, Year Built: 1931, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 5,750 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,360 (year 2039), Features Intersected: LITTLE SEWELL CREEK, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $238,000, Total Project Cost: $623,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13A104, Location: 0.10 Miles W. of CR 60/31 (Lat: 37.986169, Lng: -80.749700), Route carried "on" structure: US 6000, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 5,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,040 (year 2039), Design Load: HS 20, Features Intersected: MEADOW RIVER, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 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: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13A104, Location: 0.10 Miles W. of CR 60/31 (Lat: 37.986169, Lng: -80.749700), Route carried "on" structure: US 6000, Year Built: 1953, Year Reconstructed: 1988, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 5,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,040 (year 2039), Design Load: HS 20, Features Intersected: MEADOW RIVER, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 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: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13A119, Location: 0.21 Miles N. of US 60 (Lat: 37.973850, Lng: -80.764889), Route carried "on" structure: County highway 6001, Year Built: 1957, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 51 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Features Intersected: SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 60/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $96,000, Total Project Cost: $96,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
Structure Number: 13A119, Location: 0.21 Miles N. of US 60 (Lat: 37.973850, Lng: -80.764889), Route carried "on" structure: County highway 6001, Year Built: 1957, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 51 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2039), Features Intersected: SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 60/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $96,000, Total Project Cost: $96,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Membrane: Other, Deck Protection: Other
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Structure Number: 13A197, Location: 0.36 Miles E. of CR 20/17 (Lat: 37.955350, Lng: -80.744989), Route carried "on" structure: County highway 6032, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 700 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 929 (year 2036), Design Load: HS 20, Features Intersected: LITTLE SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 60/32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018
Structure Number: 13A197, Location: 0.36 Miles E. of CR 20/17 (Lat: 37.955350, Lng: -80.744989), Route carried "on" structure: County highway 6032, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 700 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 929 (year 2036), Design Load: HS 20, Features Intersected: LITTLE SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 60/32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2018
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Structure Number: 13A251, Location: 0.44 Miles S. of CR 4/4 (Lat: 38.022139, Lng: -80.763900), Route carried "on" structure: County highway 400, Year Built: 2008, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 152 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 195 (year 2039), Design Load: HS 25 or greater, Features Intersected: MEADOW CREEK, Facility Carried by Structure: COUNTY ROUTE 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 13A251, Location: 0.44 Miles S. of CR 4/4 (Lat: 38.022139, Lng: -80.763900), Route carried "on" structure: County highway 400, Year Built: 2008, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 152 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 195 (year 2039), Design Load: HS 25 or greater, Features Intersected: MEADOW CREEK, Facility Carried by Structure: COUNTY ROUTE 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 13A252, Location: 0.05 Miles W. of CR 20/6 (Lat: 37.965461, Lng: -80.755131), Route carried "on" structure: County highway 6032, Year Built: 2008, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 684 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 876 (year 2039), Design Load: HS 25 or greater, Features Intersected: LITTLE SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 60/32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Excellent, 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: Somewhat better than minimum adequacy, 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: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13A252, Location: 0.05 Miles W. of CR 20/6 (Lat: 37.965461, Lng: -80.755131), Route carried "on" structure: County highway 6032, Year Built: 2008, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 684 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 876 (year 2039), Design Load: HS 25 or greater, Features Intersected: LITTLE SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 60/32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Excellent, 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: Somewhat better than minimum adequacy, 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: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13A253, Location: 0.13 Miles S. of WV 20 (Lat: 37.943189, Lng: -80.801400), Route carried "on" structure: County highway 2200, Year Built: 2009, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 361 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 462 (year 2040), Features Intersected: SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13A253, Location: 0.13 Miles S. of WV 20 (Lat: 37.943189, Lng: -80.801400), Route carried "on" structure: County highway 2200, Year Built: 2009, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 361 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 462 (year 2040), Features Intersected: SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13A255, Location: 0.02 Miles S. of CR 60/32 (Lat: 37.969211, Lng: -80.763661), Route carried "on" structure: County highway 2006, Year Built: 2009, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 265 (year 2040), Design Load: HL 93, Features Intersected: LITTLE SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 20/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13A255, Location: 0.02 Miles S. of CR 60/32 (Lat: 37.969211, Lng: -80.763661), Route carried "on" structure: County highway 2006, Year Built: 2009, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 265 (year 2040), Design Load: HL 93, Features Intersected: LITTLE SEWELL CREEK, Facility Carried by Structure: COUNTY ROUTE 20/6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13A271, Location: 0.01 Miles East of US 60 (Lat: 37.993981, Lng: -80.747911), Route carried "on" structure: County highway 6029, Year Built: 2019, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 101 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 129 (year 2039), Design Load: HL 93, Features Intersected: Meadow River, Facility Carried by Structure: County Route 60/29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13A271, Location: 0.01 Miles East of US 60 (Lat: 37.993981, Lng: -80.747911), Route carried "on" structure: County highway 6029, Year Built: 2019, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 101 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 129 (year 2039), Design Load: HL 93, Features Intersected: Meadow River, Facility Carried by Structure: County Route 60/29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13A273, Location: 0.22 MI S of CR 60/32 (Lat: 37.956119, Lng: -80.750111), Route carried "on" structure: County highway 2017, Year Built: 2019, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 12 (year 2040), Design Load: HL 93, Features Intersected: Little Sewell Creek, Facility Carried by Structure: CR 20/17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 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 desirable criteria, Waterway Adequacy: Equal 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13A273, Location: 0.22 MI S of CR 60/32 (Lat: 37.956119, Lng: -80.750111), Route carried "on" structure: County highway 2017, Year Built: 2019, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 12 (year 2040), Design Load: HL 93, Features Intersected: Little Sewell Creek, Facility Carried by Structure: CR 20/17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 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 desirable criteria, Waterway Adequacy: Equal 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric