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JEFF DAVIS BYPASS over HAZEL RUN

Map

Coordinates:
+38.29743, -77.48329
38°17'51" N, 77°28'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2017

Good/Fair/Poor Condition:Poor
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: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: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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:49.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201749.9PoorFairPoorPoorSD31442
February 201649.9PoorFairPoorPoorSD31442
February 201449.9PoorFairPoorPoorSD31522
February 201349.9PoorFairPoorPoorSD31522
February 201249.9PoorFairPoorPoorSD31522
March 201050.9PoorSatisfactoryPoorPoorSD31522
April 200950.9PoorSatisfactoryPoorPoorSD31522
April 200850.9PoorSatisfactoryPoorPoorSD33650
May 200750.9PoorSatisfactoryPoorPoorSD33464
May 200651.9PoorSatisfactoryPoorPoorSD32789
July 200551.9PoorSatisfactoryPoorPoorSD33018
July 200451.9PoorSatisfactoryPoorPoorSD33212
July 200351.9PoorSatisfactoryPoorPoorSD32756
July 200251.9PoorSatisfactoryPoorPoorSD31909
July 200151.9PoorSatisfactoryPoorPoorSD31172
June 200051.9PoorSatisfactoryPoorPoorSD32073
June 199954.9PoorSatisfactoryPoorFairSD32073
July 199854.9PoorSatisfactoryPoorFairSD13000
July 199751.9PoorSatisfactoryPoorPoorSD13000
July 199571.2FairSatisfactoryFairFair-13000
September 199450.9PoorFairPoorPoorSD30329
September 199230.2PoorFairPoorPoorSD30329
August 199030.2PoorFairPoorPoorSD30329