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EBL ROUTE 0460 over EAST RIVER @

Map

Coordinates:
+37.36906, -80.86753
37°22'09" N, 80°52'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL ROUTE 0460 over EAST RIVER @
Structure number:000000000008363
Location:0.23-WVA LINE;3.20-RT 219
Purpose:Carries highway 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:34.1 ft. [10.4 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1986
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]

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:Good [7 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 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:97.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodSatisfactory485397.5
October 2015FairSatisfactoryGoodSatisfactory485398.5
October 2013FairSatisfactoryGoodGood461498.6
October 2011FairSatisfactoryGoodGood461498.6
October 2009FairSatisfactoryGoodGood461498.6
October 2007FairSatisfactoryGoodGood478798.6
March 2006FairSatisfactoryGoodGood473498.6
April 2004FairSatisfactoryGoodGood470598.6
April 2002GoodGoodGoodGood471898.6
August 2000FairSatisfactoryGoodGood565897.5
August 1998FairSatisfactoryGoodGood565897.5
September 1996GoodGoodGoodGood455097.6
August 1994GoodVery GoodVery GoodVery Good1000097.3
August 1992GoodVery GoodVery GoodVery Good500097.6
August 1990GoodVery GoodVery GoodVery Good403897.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3751,00836700
Steel Protective Coatingsq. ft.16,48515,595412344134
Deck
Reinforced Concrete Decksq. ft.11,0994,2776,82200
Concrete Protective Coatingsq. ft.9,4602,8066,65400
Substructure
Reinforced Concrete Pier Walllinear ft.5858000
Reinforced Concrete Abutmentlinear ft.110466220
Reinforced Concrete Pile Cap/Footinglinear ft.3131000
Reinforced Concrete Pier Caplinear ft.9278860
Joints
Pourable Jointlinear ft.83643160
Bearings
Movable Bearingeach1550100
Steel Protective Coatingsq. ft.60200040
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.2015500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.277277000
Concrete Protective Coatingsq. ft.1,6621,55710500