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JEFF. DAVIS HWY. over CHOPAWAMSIC CREEK

Map

Coordinates:
+38.52015, -77.36122
38°31'13" N, 77°21'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JEFF. DAVIS HWY. over CHOPAWAMSIC CREEK
Structure number:000000000018057
Location:0.1M PR.WM.-15.8M FRDBURG
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.1 ft. [11.3 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:22,764 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:53.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,050,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorPoorPoor2276453.8
October 2017PoorPoorPoorPoor2276453.8
October 2016PoorPoorPoorPoor2276453.8
October 2015PoorPoorPoorPoor2276453.8
October 2014PoorPoorPoorPoor2070455.0
October 2013PoorPoorPoorPoor2070455.0
October 2012PoorPoorPoorPoor2070455.0
October 2011PoorPoorPoorPoor2070455.0
October 2010PoorPoorPoorPoor2070455.0
October 2009PoorPoorPoorPoor2070455.0
October 2008PoorPoorPoorPoor2078555.0
October 2007PoorPoorPoorPoor2081254.9
September 2006PoorPoorPoorPoor1747556.9
October 2005PoorPoorPoorPoor1744456.9
October 2004PoorPoorPoorPoor1771856.7
December 2003PoorPoorPoorPoor1453358.6
December 2002PoorPoorPoorPoor1425758.7
October 2001PoorPoorPoorPoor1425758.7
October 2000PoorPoorPoorPoor1520458.2
November 1999PoorPoorPoorPoor1520458.2
December 1998PoorPoorPoorPoor1300059.5
November 1996FairFairFairFair3600070.0
November 1994FairFairFairFair1200079.8
January 1993FairFairFairFair2003076.3
November 1991FairFairFairFair2003076.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,0506962211330
Deck
Reinforced Concrete Top Flangesq. ft.4,9554,1226881450
Wearing Surfacessq. ft.4,0503,95001000
Substructure
Reinforced Concrete Pier Walllinear ft.69036330
Reinforced Concrete Abutmentlinear ft.1870160270
Reinforced Concrete Pier Caplinear ft.6904650
Joints
Compression Jointlinear ft.197000197
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.151151000
Steel Protective Coatingsq. ft.166166000
Reinforced Concrete Bridge Raillinear ft.151142090