460 WBL/ Va. Ave. over NEW RIVER


+37.37141, -80.86577
37°22'17" N, 80°51'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:460 WBL/ Va. Ave. over NEW RIVER
Structure number:000000000008376
Location:2.14-Rt 219; 0.46-WVALine
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:149.9 ft. [45.7 m]
Total length:1652.6 ft. [503.7 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:State Highway Agency [01]
Year built:1969
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:17
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,853 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:90.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactorySatisfactory485390.9
March 2016FairSatisfactorySatisfactorySatisfactory485391.9
March 2014FairSatisfactorySatisfactoryGood461492.9
March 2012FairSatisfactorySatisfactoryGood461492.9
March 2010FairSatisfactorySatisfactoryGood461454.4
March 2008FairSatisfactorySatisfactoryGood461454.4
March 2006FairSatisfactorySatisfactoryGood473454.3
April 2004FairSatisfactorySatisfactoryGood470554.3
April 2002FairSatisfactorySatisfactoryGood471870.1
August 2000FairSatisfactorySatisfactoryGood565868.0
August 1998FairFairSatisfactoryGood565867.0
June 1996FairFairSatisfactoryGood500067.1
May 1994FairFairGoodGood500090.6
August 1993FairFairGoodGood500090.6
May 1992FairFairGoodGood424590.7
April 1990FairFairGoodGood424590.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.6,6006,50106138
Steel Protective Coatingsq. ft.120,000119,9880012
Reinforced Concrete Decksq. ft.61,20757,5313,596800
Wearing Surfacessq. ft.54,76446,8647,90000
Reinforced Concrete Columneach2423010
Reinforced Concrete Abutmentlinear ft.93731910
Reinforced Concrete Pile Cap/Footinglinear ft.1345143400
Reinforced Concrete Pier Caplinear ft.468464400
Pourable Jointlinear ft.3737000
Compression Jointlinear ft.111039072
Assembly without Seal Jointlinear ft.74353900
Movable Bearingeach44300122
Steel Protective Coatingsq. ft.1321020030
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.3635001
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,3003,21561240