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JEFF. DAVIS BYPASS over OLD RAPPAHANNOCK CANAL

Map

Coordinates:
+38.31112, -77.47673
38°18'40" N, 77°28'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JEFF. DAVIS BYPASS over OLD RAPPAHANNOCK CANAL
Structure number:000000000020249
Location:0.5M RTE1-4.1M RTE1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:78.7 ft. [24.0 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
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:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:29,010 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:47.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorFairPoorPoor2901047.7
February 2017PoorFairPoorPoor2901047.7
February 2016PoorFairPoorPoor2901038.2
February 2014PoorFairPoorPoor2842538.2
February 2013PoorFairPoorPoor2842538.2
February 2012PoorFairPoorPoor2842538.2
March 2010PoorFairPoorPoor2842538.2
April 2009PoorFairPoorPoor2842538.2
April 2008PoorFairPoorPoor2874138.2
May 2007PoorFairPoorPoor2926438.2
May 2006PoorFairPoorPoor2881531.0
July 2005FairFairFairFair3473046.0
July 2004PoorFairPoorPoor3458331.0
July 2003PoorFairPoorPoor3451131.0
July 2002PoorFairPoorPoor3029631.0
July 2001PoorFairPoorPoor3085031.0
August 2000PoorFairPoorPoor3188931.0
June 1999PoorFairPoorFair3188931.0
July 1998PoorSatisfactoryPoorFair1800032.0
July 1997PoorSatisfactoryPoorFair1800032.0
February 1997PoorSatisfactoryPoorFair1300032.0
July 1995PoorSatisfactoryPoorFair1300032.0
September 1994PoorFairPoorFair2735931.0
August 1992FairFairFairFair2735930.0
August 1990PoorFairPoorFair2735924.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,4081,33453210
Deck
Reinforced Concrete Top Flangesq. ft.10,0755,7844,0702210
Wearing Surfacessq. ft.8,6898,6414800
Substructure
Reinforced Concrete Columneach1401400
Reinforced Concrete Abutmentlinear ft.2121911920
Reinforced Concrete Pier Caplinear ft.212021200
Bearings
Movable Bearingeach3300330
Steel Protective Coatingsq. ft.132001320
Fixed Bearingeach3300330
Steel Protective Coatingsq. ft.132001320
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2562372170