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HARRY BYRD HWY-EBL over SHENANDOAH RIVER

Map

Coordinates:
+39.12532, -77.89376
39°07'31" N, 77°53'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARRY BYRD HWY-EBL over SHENANDOAH RIVER
Structure number:000000000005361
Location:0.08 TO 603 - 0.05 TO 606
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:160.1 ft. [48.8 m]
Total length:1464.0 ft. [446.2 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Owner:State Highway Agency [01]
Year built:1989
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:4
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: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,018 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodGoodGood1101897.0
August 2016GoodGoodGoodGood1101897.0
August 2014GoodGoodGoodGood1070197.0
August 2012GoodGoodGoodGood1070198.0
August 2010GoodVery GoodVery GoodVery Good1070199.0
July 2008FairSatisfactoryVery GoodVery Good1070199.0
May 2006FairSatisfactoryVery GoodGood1173797.9
March 2004FairSatisfactoryVery GoodGood1026798.0
May 2001FairSatisfactoryVery GoodGood870798.2
July 1999FairSatisfactoryVery GoodGood682596.4
June 1997FairSatisfactoryVery GoodGood700096.3
May 1995FairSatisfactoryVery GoodGood550096.6
May 1993GoodVery GoodVery GoodVery Good1241096.1
May 1991GoodVery GoodVery GoodVery Good742596.4
June 1989GoodExcellentExcellentExcellent379896.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,7933,793000
Steel Protective Coatingsq. ft.49,31049,310000
Prestressed Concrete Girder/Beamlinear ft.4,9104,901900
Deck
Reinforced Concrete Decksq. ft.61,19561,194100
Wearing Surfacessq. ft.56,07156,01445012
Substructure
Reinforced Concrete Columneach3331200
Reinforced Concrete Pier Walllinear ft.220218200
Reinforced Concrete Abutmentlinear ft.10799800
Reinforced Concrete Pile Cap/Footinglinear ft.135133200
Reinforced Concrete Pier Caplinear ft.699694500
Joints
Compression Jointlinear ft.6690657120
Assembly with Sealeach77671000
Bearings
Elastomeric Bearingeach7777000
Steel Protective Coatingsq. ft.231231000
Movable Bearingeach30191100
Steel Protective Coatingsq. ft.9090000
Fixed Bearingeach9292000
Steel Protective Coatingsq. ft.276276000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,9242,43049310