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Bridge Statistics for Hinton, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 446ft / 136mTotal length
  • $1,473,000Total costs
  • 36,505Total average daily traffic
  • 1,922Total average daily truck traffic
  • 46,720Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hinton
  • No street view available for this location

New bridges in Hinton, WV - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11930-1939
  • 31970-1979
  • 11980-1989
  • 31990-1999
  • 42000-2009
  • 32010-2018
Average Bridge Daily Traffic in Hinton, WV
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 8.3%Very good
  • 33.3%Good
  • 58.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Very good
  • 50.0%Good
  • 25.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 33.3%Good
  • 41.7%Satisfactory
  • 8.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Excellent
  • 33.3%Very good
  • 20.0%Good
  • 13.3%Fair
  • 13.3%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 25.0%Satisfactory
  • 50.0%Fair
  • 25.0%Poor
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Structure Number: 45A009,  Location: 0.01 Miles W. of CR 12/4 (Lat: 37.675111,  Lng: -80.930311),  Route carried "on" structure: County highway 321,  Year Built: 1978,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 850 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,071 (year 2035),  Design Load: HS 20,  Features Intersected: MADAMS CREEK,  Facility Carried by Structure: COUNTY ROUTE 3/21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.096,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Poor,  Culverts: Fair,  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: 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: March 2017
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Structure Number: 45A01,  Location: 0.01 Miles E. of CR 26 (Lat: 37.672939,  Lng: -80.897181),  Route carried "on" structure: County highway 321,  Year Built: 1987,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 850 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,071 (year 2035),  Design Load: HS 20,  Features Intersected: MADAMS CREEK,  Facility Carried by Structure: COUNTY ROUTE 3/21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.249,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  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: 45A059,  Location: 0.20 Miles S. of CR 33 (Lat: 37.597889,  Lng: -80.839019),  Route carried "on" structure: State lands road 85200,  Year Built: 1976,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 11 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 14 (year 2035),  Design Load: H 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: PARK ROUTE 852
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 0.4m (1.3ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $21,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber
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Structure Number: 45A061,  Location: 0.01 Miles N. of CR 3/21 (Lat: 37.672600,  Lng: -80.894331),  Route carried "on" structure: State highway 2000,  Year Built: 1975,  Status: Open,  Structure Length: 3.94m (12.93ft),  Average Daily Traffic: 2,812 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,543 (year 2035),  Design Load: HS 20,  Features Intersected: NEW RIVER & CSX RAILROAD,  Facility Carried by Structure: WV 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.089,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 55.9m (183.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 394.10m (1292.98ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2017,  Underwater Inspection Date: August 2014,  Bridge Improvement Cost: $1,086,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $1,096,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 45A074,  Location: 0.03 Miles W. of CR 14/3 (Lat: 37.602500,  Lng: -80.845881),  Route carried "on" structure: County highway 1400,  Year Built: 1992,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 363 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 457 (year 2035),  Design Load: HS 20,  Features Intersected: KATE HOLLOW,  Facility Carried by Structure: COUNTY ROUTE 14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.284,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $119,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $300,000 ( Estimate for 2017),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 45A075,  Location: 0.01 Miles N. of CR 20/4 (Lat: 37.708269,  Lng: -80.887450),  Route carried "on" structure: State highway 2000,  Year Built: 1935,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 2,812 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,543 (year 2035),  Features Intersected: BROOKS BRANCH,  Facility Carried by Structure: WV 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.479,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.8m (2.6ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: April 2017
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Structure Number: 45A079,  Location: 0.70 Miles S. of CR 10/1 (Lat: 37.673500,  Lng: -80.815431),  Route carried "on" structure: County highway 1000,  Year Built: 1998,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 166 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 209 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BIG CREEK,  Facility Carried by Structure: COUNTY ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.977,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Skew: 3 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Aluminum,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45A082,  Location: 0.27 Miles S. of CR 9 (Lat: 37.667239,  Lng: -80.891961),  Route carried "on" structure: State highway 10700,  Year Built: 2003,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 7,826 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,861 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: WV 107
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  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: 45A084,  Location: 0.01 Miles E. of WV 20 (Lat: 37.651089,  Lng: -80.886781),  Route carried "on" structure: State highway 300,  Year Built: 2004,  Status: Open,  Structure Length: 29.98m (98.36ft),  Average Daily Traffic: 3,500 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,568 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: NEW RIVER,  Facility Carried by Structure: WV 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.076,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

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: 73.5 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2016,  Underwater Inspection Date: August 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 45A085,  Location: 0.01 Miles E. of WV 3 (Lat: 37.652311,  Lng: -80.861100),  Route carried "on" structure: County highway 1300,  Year Built: 2005,  Status: Open,  Structure Length: 12.97m (42.55ft),  Average Daily Traffic: 388 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 489 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: GREENBRIER RIVER,  Facility Carried by Structure: COUNTY ROUTE 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45A087,  Location: 1.19 Miles S. of CR 20/4 (Lat: 37.693589,  Lng: -80.876800),  Route carried "on" structure: State highway 2000,  Year Built: 1928,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,300 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,307 (year 2032),  Features Intersected: TUG CREEK,  Facility Carried by Structure: WV 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.549,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  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-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45A088,  Location: 0.04 Miles N. of WV 3 (Lat: 37.653081,  Lng: -80.884489),  Route carried "on" structure: State highway 10700,  Year Built: 2006,  Status: Open,  Structure Length: 21.08m (69.16ft),  Average Daily Traffic: 7,800 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,144 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: GREENBRIER RIVER,  Facility Carried by Structure: WV 107
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 39.7m (130.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2016,  Underwater Inspection Date: August 2014,  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: 45A09,  Location: 0.01 Miles E. of WV 12 (Lat: 37.639789,  Lng: -80.804481),  Route carried "on" structure: State highway 300,  Year Built: 2010,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 2,989 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,766 (year 2035),  Features Intersected: GREENBRIER RIVER,  Facility Carried by Structure: WV 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.974,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 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: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2017,  Underwater Inspection Date: July 2016,  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: 45A094,  Location: 0.03 Miles N. of CR 3/21 (Lat: 37.672950,  Lng: -80.896511),  Route carried "on" structure: State highway 12500,  Year Built: 2013,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 350 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 455 (year 2035),  Design Load: HL 93,  Features Intersected: Madams Creek,  Facility Carried by Structure: WV 125
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  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: 45A096,  Location: 0.25 Miles S. of CR 20/2 (Lat: 37.611669,  Lng: -80.917819),  Route carried "on" structure: State highway 2000,  Year Built: 2015,  Status: Open,  Structure Length: 37.52m (123.10ft),  Average Daily Traffic: 2,438 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,072 (year 2035),  Design Load: HL 93,  Features Intersected: Bluestone River,  Facility Carried by Structure: WV 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.461,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 85.3m (279.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.6m (5.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2017,  Underwater Inspection Date: July 2016,  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: 4780001P,  Location: 6.3 MILES SOUTH OF I-64 O (Lat: 37.722500,  Lng: -80.889750),  Route carried "on" structure: Federal lands road ,  Year Built: 1993,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2033),  Features Intersected: NEW RIVER SLOUGH,  Facility Carried by Structure: CAMP BROOKSIDE ACC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: National Park Service,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 3.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2015,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $56,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber
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