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WBL ROUTE 0460 over EAST RIVER

Map

Coordinates:
+37.36913, -80.86765
37°22'09" N, 80°52'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL ROUTE 0460 over EAST RIVER
Structure number:000000000008375
Location:0.31-ECL GLN LN;0.21-WCL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:107.0 ft. [32.6 m]
Total length:277.2 ft. [84.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:15°
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: October 2017

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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 condition. [5]
Sufficiency rating:98.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactoryGood485398.6
October 2015FairSatisfactorySatisfactoryGood485398.6
October 2013FairSatisfactorySatisfactoryGood461497.6
October 2011FairSatisfactorySatisfactoryGood461497.6
October 2009FairSatisfactorySatisfactoryGood461497.6
October 2007FairSatisfactorySatisfactoryGood478796.6
October 2005FairSatisfactorySatisfactoryGood484799.6
October 2003FairSatisfactorySatisfactoryGood468099.6
November 2001FairSatisfactorySatisfactoryGood473999.6
November 1999FairSatisfactorySatisfactoryGood565897.5
November 1997FairSatisfactorySatisfactoryGood550097.5
December 1995GoodGoodGoodGood455096.7
November 1993GoodGoodVery GoodVery Good500097.6
October 1991GoodVery GoodVery GoodVery Good424597.7
October 1989GoodVery GoodVery GoodVery Good691397.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6441,315231980
Steel Protective Coatingsq. ft.20,88720,887000
Deck
Reinforced Concrete Decksq. ft.12,8267,9764,806440
Wearing Surfacessq. ft.11,09911,099000
Substructure
Reinforced Concrete Pier Walllinear ft.4040000
Reinforced Concrete Abutmentlinear ft.1108218100
Reinforced Concrete Pile Cap/Footinglinear ft.1414000
Reinforced Concrete Pier Caplinear ft.106106000
Joints
Pourable Jointlinear ft.9696000
Bearings
Movable Bearingeach1851120
Steel Protective Coatingsq. ft.7272000
Fixed Bearingeach60150
Steel Protective Coatingsq. ft.2420004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.27516218950