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WBL ROUTE 0460 over NEW RIVER/NS RAILWAY

Map

Coordinates:
+37.33108, -80.67987
37°19'52" N, 80°40'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL ROUTE 0460 over NEW RIVER/NS RAILWAY
Structure number:000000000008378
Location:1.89-CL PEMB;2.30-CL PEAR
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:170.0 ft. [51.8 m]
Total length:1273.4 ft. [388.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1974
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]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,130 [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:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:87.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairSatisfactory613087.3
August 2015FairSatisfactoryFairSatisfactory613087.3
August 2013FairSatisfactorySatisfactoryGood590498.4
August 2011FairSatisfactorySatisfactoryGood590498.4
August 2009FairSatisfactorySatisfactoryGood590498.4
August 2007FairSatisfactorySatisfactoryGood651598.4
November 2005FairSatisfactorySatisfactoryGood643698.4
December 2003FairSatisfactorySatisfactoryGood621498.4
November 2001FairSatisfactorySatisfactoryGood439098.6
November 1999FairFairSatisfactoryGood771595.3
January 1998FairFairSatisfactoryGood600095.4
December 1995FairFairSatisfactoryGood750095.4
February 1994FairSatisfactoryVery GoodVery Good1000096.2
December 1991FairFairVery GoodVery Good448095.7
December 1989FairFairVery GoodVery Good448095.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,0804,582450480
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.48,38148,3423630
Wearing Surfacessq. ft.43,28443,284000
Substructure
Reinforced Concrete Pier Walllinear ft.124124000
Reinforced Concrete Abutmentlinear ft.7676000
Reinforced Concrete Pile Cap/Footinglinear ft.17825102510
Reinforced Concrete Pier Caplinear ft.2382251300
Joints
Assembly with Sealeach7671500
Bearings
Movable Bearingeach2416800
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,5432,4920510