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WBL ROUTE 0460 over NEW RIVER & N&W RAILWAY

Map

Coordinates:
+37.34118, -80.75856
37°20'28" N, 80°45'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL ROUTE 0460 over NEW RIVER & N&W RAILWAY
Structure number:000000000008358
Location:0.96 PEARISBG. 2.94 NARR.
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:129.9 ft. [39.6 m]
Total length:1318.0 ft. [401.7 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:8
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,481 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:89.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryFairFair648189.0
April 2015FairSatisfactoryFairFair648189.0
April 2013FairSatisfactoryFairFair630489.0
April 2011FairSatisfactoryFairFair630489.0
April 2009FairSatisfactoryFairFair630489.0
April 2007FairSatisfactoryFairFair794689.0
April 2005FairFairFairFair688988.0
April 2003FairFairFairFair665288.0
April 2001FairSatisfactorySatisfactoryFair659189.0
April 1999FairSatisfactorySatisfactoryFair771587.0
May 1998FairSatisfactorySatisfactorySatisfactory750098.0
June 1996FairGoodSatisfactorySatisfactory750098.0
May 1994GoodGoodGoodGood500098.0
May 1992FairSatisfactorySatisfactoryGood509298.0
April 1990FairSatisfactorySatisfactoryGood509298.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6,5906,5781110
Steel Protective Coatingsq. ft.84,25484,248060
Deck
Reinforced Concrete Decksq. ft.55,35254,794538200
Wearing Surfacessq. ft.50,08050,0701000
Substructure
Reinforced Concrete Columneach1201110
Reinforced Concrete Abutmentlinear ft.123893400
Steel Abutmentlinear ft.104819140
Reinforced Concrete Pier Caplinear ft.552421773330
Joints
Compression Jointlinear ft.556378102760
Bearings
Movable Bearingeach6500650
Steel Protective Coatingsq. ft.195195000
Fixed Bearingeach6500650
Steel Protective Coatingsq. ft.195195000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,6362,6201150
Reinforced Concrete Bridge Raillinear ft.2,6362,629700