Bridge Statistics for Ansted, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 59ft / 18.0mTotal length
- $1,223,000Total costs
- 7,529Total average daily traffic
- 612Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ansted
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 31970-1979
- 41980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 28.6%Excellent
- 14.3%Very good
- 42.9%Good
- 14.3%Satisfactory
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Structure Number: 10A106, Location: 0.17 Miles S. of CR 60/58 (Lat: 38.134911, Lng: -81.100700), Route carried "on" structure: County highway 6002, Year Built: 1995, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 37 (year 2039), Design Load: HS 25 or greater, Features Intersected: WEST LAKE BRANCH, Facility Carried by Structure: COUNTY ROUTE 60/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 10A106, Location: 0.17 Miles S. of CR 60/58 (Lat: 38.134911, Lng: -81.100700), Route carried "on" structure: County highway 6002, Year Built: 1995, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 37 (year 2039), Design Load: HS 25 or greater, Features Intersected: WEST LAKE BRANCH, Facility Carried by Structure: COUNTY ROUTE 60/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 10A143, Location: 0.07 Miles E. of CR 60/3 (Lat: 38.136289, Lng: -81.100350), Route carried "on" structure: US 6000, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,829 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,451 (year 2040), Design Load: HS 20, Features Intersected: CR 60/2, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.010, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 10A143, Location: 0.07 Miles E. of CR 60/3 (Lat: 38.136289, Lng: -81.100350), Route carried "on" structure: US 6000, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,829 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,451 (year 2040), Design Load: HS 20, Features Intersected: CR 60/2, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.010, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 10A149, Location: 2.02 Miles S. of US 60 (Lat: 38.118511, Lng: -81.117019), Route carried "on" structure: County highway 6002, Year Built: 1950, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 37 (year 2039), Features Intersected: MILL CREEK, Facility Carried by Structure: COUNTY ROUTE 60/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $246,000, Total Project Cost: $690,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A149, Location: 2.02 Miles S. of US 60 (Lat: 38.118511, Lng: -81.117019), Route carried "on" structure: County highway 6002, Year Built: 1950, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 37 (year 2039), Features Intersected: MILL CREEK, Facility Carried by Structure: COUNTY ROUTE 60/2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $246,000, Total Project Cost: $690,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10A152, Location: 0.04 Miles N. of CR 60/30 (Lat: 38.131619, Lng: -81.094200), Route carried "on" structure: County highway 6005, Year Built: 1988, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 713 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 870 (year 2040), Design Load: HS 20, Features Intersected: GLADE CREEK, Facility Carried by Structure: COUNTY ROUTE 60/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.341, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 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: October 2021, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $201,000, Total Project Cost: $533,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A152, Location: 0.04 Miles N. of CR 60/30 (Lat: 38.131619, Lng: -81.094200), Route carried "on" structure: County highway 6005, Year Built: 1988, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 713 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 870 (year 2040), Design Load: HS 20, Features Intersected: GLADE CREEK, Facility Carried by Structure: COUNTY ROUTE 60/5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.341, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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 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: October 2021, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $201,000, Total Project Cost: $533,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10A154, Location: 0.10 Miles W. of CR 5/2 (Lat: 38.120139, Lng: -81.079911), Route carried "on" structure: County highway 6025, Year Built: 1987, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 726 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 886 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: COUTY ROUTE 60/25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10A154, Location: 0.10 Miles W. of CR 5/2 (Lat: 38.120139, Lng: -81.079911), Route carried "on" structure: County highway 6025, Year Built: 1987, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 726 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 886 (year 2039), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: COUTY ROUTE 60/25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10A195, Location: 2.45 Miles S. of CR 60/21 (Lat: 38.198789, Lng: -81.100439), Route carried "on" structure: County highway 6003, Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 379 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 462 (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: 10.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A195, Location: 2.45 Miles S. of CR 60/21 (Lat: 38.198789, Lng: -81.100439), Route carried "on" structure: County highway 6003, Year Built: 1989, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 379 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 462 (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: 10.010, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10A21, Location: 0.07 Miles E. of CR 5/2 (Lat: 38.121000, Lng: -81.076981), Route carried "on" structure: County highway 6025, Year Built: 1980, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 942 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,149 (year 2039), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: COUNTY ROUTE 60/25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10A21, Location: 0.07 Miles E. of CR 5/2 (Lat: 38.121000, Lng: -81.076981), Route carried "on" structure: County highway 6025, Year Built: 1980, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 942 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,149 (year 2039), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: COUNTY ROUTE 60/25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10A294, Location: 0.39 Miles S. of US 60 (Lat: 38.134811, Lng: -81.147631), Route carried "on" structure: State highway 1600, Year Built: 2006, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,196 (year 2039), Design Load: HL 93, Features Intersected: HONEY BRANCH, Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.578, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10A294, Location: 0.39 Miles S. of US 60 (Lat: 38.134811, Lng: -81.147631), Route carried "on" structure: State highway 1600, Year Built: 2006, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,196 (year 2039), Design Load: HL 93, Features Intersected: HONEY BRANCH, Facility Carried by Structure: WV 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.578, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10A143, Location: 0.07 Miles E. of CR 60/3 (Lat: 38.136289, Lng: -81.100311), Route carried "under" structure: County highway 6002, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 30 (year 0006), Features Intersected: CR 60/2, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 7.3m (24.0ft)
Structure Number: 10A143, Location: 0.07 Miles E. of CR 60/3 (Lat: 38.136289, Lng: -81.100311), Route carried "under" structure: County highway 6002, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 30 (year 0006), Features Intersected: CR 60/2, Facility Carried by Structure: US 60
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 7.3m (24.0ft)
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Structure Number: 44A133, Location: 2.33 MILES SOUTH OF CR 29 (Lat: 38.194400, Lng: -81.104800), Route carried "under" structure: County highway 29, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 50 (year 0007), Features Intersected: CR 29, Facility Carried by Structure: I-79 SBL
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 14.838, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 44A133, Location: 2.33 MILES SOUTH OF CR 29 (Lat: 38.194400, Lng: -81.104800), Route carried "under" structure: County highway 29, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 50 (year 0007), Features Intersected: CR 29, Facility Carried by Structure: I-79 SBL
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 14.838, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 18.6m (61.0ft)