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JEFF. DAVIS HWY. over ACCAKEEK CREEK

Map

Coordinates:
+38.40224, -77.42136
38°24'08" N, 77°25'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JEFF. DAVIS HWY. over ACCAKEEK CREEK
Structure number:000000000018052
Location:9.4M PR.WM.-6.6M FRDBURG
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:41.0 ft. [12.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:44.9 ft. [13.7 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:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,202 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:53.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$600,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairFair1520253.7
October 2016FairFairFairFair1520253.7
October 2014FairFairFairFair1428954.4
October 2012FairFairFairFair1428954.4
October 2010FairFairFairFair1428954.4
October 2008FairFairFairFair1428954.4
October 2006FairFairFairFair1532653.6
October 2004FairFairFairFair1554053.4
December 2002FairFairFairFair1505753.8
October 2000FairFairFairFair1316353.3
November 1998FairFairFairFair1316352.4
November 1996FairSatisfactoryFairSatisfactory1600051.3
December 1994FairSatisfactoryFairSatisfactory1700052.2
December 1992FairFairFairSatisfactory1940051.2
November 1991FairFairFairFair1940051.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.34419979633
Deck
Reinforced Concrete Top Flangesq. ft.1,9321,728174291
Wearing Surfacessq. ft.1,7201,54801720
Substructure
Reinforced Concrete Abutmentlinear ft.125011690
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.164164000
Steel Protective Coatingsq. ft.355355000
Reinforced Concrete Bridge Raillinear ft.1641521011