Share:

HARRY BYRD HWY-WBL over ROUTE 615

Map

Coordinates:
+39.15730, -77.96630
39°09'26" N, 77°57'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARRY BYRD HWY-WBL over ROUTE 615
Structure number:000000000005374
Location:0.65 TO 340 -0.90 TO 7BUS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.9 ft. [15.2 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1975
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,092 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodSatisfactoryVery Good1109294.9
September 2016FairSatisfactoryGoodVery Good1109294.9
September 2014FairSatisfactoryVery GoodFair1063783.8
September 2012GoodGoodVery GoodGood1063797.0
September 2010FairSatisfactoryVery GoodGood1063797.0
August 2008GoodVery GoodGoodVery Good1063797.0
May 2006GoodVery GoodGoodVery Good1084097.0
June 2004GoodVery GoodGoodGood986097.1
May 2002GoodVery GoodGoodGood749197.3
June 2000FairVery GoodGoodSatisfactory626795.4
July 1998FairVery GoodGoodFair626784.3
June 1996FairFairGoodSatisfactory600094.4
June 1994FairFairGoodSatisfactory930094.3
May 1992FairVery GoodSatisfactoryVery Good307595.8
April 1990FairVery GoodSatisfactoryVery Good307590.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.57036320070
Steel Protective Coatingsq. ft.4,4004,30340507
Deck
Reinforced Concrete Decksq. ft.4,5604,559100
Wearing Surfacessq. ft.4,5604,36000200
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.9595000
Reinforced Concrete Pier Caplinear ft.8282000
Joints
Compression Jointlinear ft.1601501000
Bearings
Movable Bearingeach155730
Steel Protective Coatingsq. ft.301010100
Fixed Bearingeach1551000
Steel Protective Coatingsq. ft.6020141412
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.228216660
Reinforced Concrete Bridge Raillinear ft.228228000