WBL ROUTE 00064 over RTE 624


+38.04736, -78.90624
38°02'50" N, 78°54'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL ROUTE 00064 over RTE 624
Structure number:000000000022309
Location:2.06 RT 340 - 3.09 RT 250
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:57.1 ft. [17.4 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1970
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,834 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$63,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory1883493.0
June 2015FairSatisfactorySatisfactorySatisfactory1883494.0
June 2013GoodGoodGoodGood1900097.0
June 2011GoodGoodGoodGood1900097.0
June 2009GoodGoodGoodGood1900097.0
August 2007GoodGoodGoodGood1900097.0
September 2005Good---1900096.0
April 2003GoodGoodGoodGood1900097.0
March 2001GoodGoodGoodGood1900097.0
March 1999FairSatisfactorySatisfactorySatisfactory1900097.0
March 1997FairSatisfactorySatisfactorySatisfactory1900097.0
April 1995FairSatisfactorySatisfactorySatisfactory815897.0
August 1993FairSatisfactorySatisfactorySatisfactory815897.0
March 1991FairSatisfactorySatisfactorySatisfactory815898.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,3341,31012120
Reinforced Concrete Decksq. ft.8,1837,846327100
Wearing Surfacessq. ft.7,8017,59100210
Reinforced Concrete Columneach97110
Reinforced Concrete Abutmentlinear ft.110981200
Reinforced Concrete Pier Caplinear ft.124814300
Compression Jointlinear ft.8508500
Enclosed/Concealed Bearingeach2727000
Fixed Bearingeach2727000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3903266400
Reinforced Concrete Bridge Raillinear ft.390389010