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US 13 SB over WAGRAM CREEK

Map

Coordinates:
+38.00919, -75.54466
38°00'33" N, 75°32'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 13 SB over WAGRAM CREEK
Structure number:100000230005012
Location:0.56 M N OF VA STATE LINE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:24.0 ft. [7.3 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,456 [as of 2009]
Truck traffic:8% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$199,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory2045676.5
May 2016FairSatisfactorySatisfactorySatisfactory2045676.5
May 2015FairFairFairSatisfactory2045664.0
May 2014FairFairFairSatisfactory2045662.6
June 2013FairFairFairSatisfactory2045662.6
June 2012FairFairFairFair2045662.5
July 2011FairFairFairFair2045662.5
July 2010FairFairFairFair2045662.5
July 2009FairFairFairFair1016764.0
July 2008FairSatisfactoryFairFair1016765.1
July 2007FairSatisfactoryFairFair999865.1
July 2006FairSatisfactoryFairFair999865.1
July 2005FairSatisfactorySatisfactorySatisfactory999853.9
July 2004FairSatisfactorySatisfactorySatisfactory999853.9
July 2003FairGoodSatisfactorySatisfactory999853.9
July 2002FairGoodSatisfactorySatisfactory1603552.8
July 2001FairGoodSatisfactorySatisfactory1603552.8
July 2000FairGoodSatisfactorySatisfactory1603552.8
July 1998FairGoodSatisfactorySatisfactory1603552.8
July 1996FairGoodSatisfactorySatisfactory1603573.4
July 1994FairSatisfactorySatisfactorySatisfactory1603573.4
June 1992FairGoodGoodSatisfactory1603573.4
May 1990FairGoodGoodSatisfactory1603573.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Columneach1212000
Timber Columneach3503500
Timber Abutmentlinear ft.7263900
Steel Pier Caplinear ft.114086280
Timber Pier Caplinear ft.108961200
Joints
Pourable Jointlinear ft.108010800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1861701600
Deck
Timber Slabsq. ft.3,0243,024000
Wearing Surfacessq. ft.2,3522,352000