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JEFF DAVIS BYPASS over HAZEL RUN

Map

Coordinates:
+38.28771, -77.48671
38°17'16" N, 77°29'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JEFF DAVIS BYPASS over HAZEL RUN
Structure number:000000000020252
Location:2.3M RTE1-2.3M RTE1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.1 ft. [11.6 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1946
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 [1]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:31,442 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:78.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairSatisfactorySatisfactory3144278.8
February 2017PoorFairPoorPoor3144249.9
February 2016PoorFairPoorPoor3144249.9
February 2014PoorFairPoorPoor3152249.9
February 2013PoorFairPoorPoor3152249.9
February 2012PoorFairPoorPoor3152249.9
March 2010PoorSatisfactoryPoorPoor3152250.9
April 2009PoorSatisfactoryPoorPoor3152250.9
April 2008PoorSatisfactoryPoorPoor3365050.9
May 2007PoorSatisfactoryPoorPoor3346450.9
May 2006PoorSatisfactoryPoorPoor3278951.9
July 2005PoorSatisfactoryPoorPoor3301851.9
July 2004PoorSatisfactoryPoorPoor3321251.9
July 2003PoorSatisfactoryPoorPoor3275651.9
July 2002PoorSatisfactoryPoorPoor3190951.9
July 2001PoorSatisfactoryPoorPoor3117251.9
June 2000PoorSatisfactoryPoorPoor3207351.9
June 1999PoorSatisfactoryPoorFair3207354.9
July 1998PoorSatisfactoryPoorFair1300054.9
July 1997PoorSatisfactoryPoorPoor1300051.9
July 1995FairSatisfactoryFairFair1300071.2
September 1994PoorFairPoorPoor3032950.9
September 1992PoorFairPoorPoor3032930.2
August 1990PoorFairPoorPoor3032930.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,35680355300
Deck
Reinforced Concrete Top Flangesq. ft.9,2578,25999800
Wearing Surfacessq. ft.8,1098,109000
Substructure
Reinforced Concrete Columneach1001000
Reinforced Concrete Abutmentlinear ft.1641392500
Reinforced Concrete Pier Caplinear ft.164996500
Joints
Compression Jointlinear ft.164000164
Bearings
Elastomeric Bearingeach3603600
Fixed Bearingeach3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2262032210