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HARRY BYRD HWY-WBL over SHENANDOAH RIVER

Map

Coordinates:
+39.12548, -77.89365
39°07'32" N, 77°53'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARRY BYRD HWY-WBL over SHENANDOAH RIVER
Structure number:000000000005363
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:1460.0 ft. [445.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1973
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:6
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: December 2018

Good/Fair/Poor Condition:Fair
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: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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:97.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$811,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairGoodSatisfactoryGood1101897.0
December 2016FairGoodSatisfactoryGood1101897.0
December 2014FairVery GoodSatisfactoryGood1070199.0
December 2012FairVery GoodSatisfactoryGood1070199.0
December 2010FairVery GoodSatisfactoryGood1070199.0
October 2008FairVery GoodSatisfactoryGood1070199.0
August 2006GoodVery GoodVery GoodVery Good1173798.9
August 2004GoodVery GoodVery GoodVery Good1067599.0
September 2002GoodVery GoodVery GoodVery Good870799.2
September 2000FairVery GoodFairFair682586.3
August 1998FairExcellentSatisfactoryFair682586.3
June 1996PoorPoorFairFair550083.4
May 1995PoorPoorFairFair550083.5
May 1993FairSatisfactoryFairFair620586.5
May 1991FairGoodFairFair379881.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,7923,7670250
Steel Protective Coatingsq. ft.49,31049,310000
Prestressed Concrete Girder/Beamlinear ft.4,9104,8387020
Deck
Reinforced Concrete Decksq. ft.61,31760,51780000
Wearing Surfacessq. ft.55,48055,478200
Substructure
Reinforced Concrete Columneach3323910
Reinforced Concrete Pier Walllinear ft.215211400
Reinforced Concrete Abutmentlinear ft.98811700
Reinforced Concrete Pier Caplinear ft.6906068400
Joints
Compression Jointlinear ft.2521620900
Assembly without Seal Jointlinear ft.8408400
Bearings
Elastomeric Bearingeach154154000
Movable Bearingeach3022170
Steel Protective Coatingsq. ft.90760140
Fixed Bearingeach1510050
Steel Protective Coatingsq. ft.45350100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,9202,912800