+39.19508, -79.16901
39°11'42" N, 79°10'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV 93 F over ELKLICK RUN
Structure number:00000000012A067
Location:0.13 MI N OF CR 01 SLS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:20.0 ft. [6.1 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,191 [as of 2015]
Truck traffic:21% 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 corrrective action [3]
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:72.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$140,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairFair219172.3
January 2015FairFairSatisfactoryFair170063.0
January 2013FairFairSatisfactoryFair170063.0
January 2011FairFairSatisfactoryFair185062.7
January 2009FairFairSatisfactoryFair150062.7
January 2007FairFairSatisfactoryFair150072.0
January 2005FairFairSatisfactorySatisfactory160083.0
January 2003FairFairFairFair190072.0
January 2001FairSatisfactorySatisfactorySatisfactory190084.0
January 1999FairSatisfactorySatisfactorySatisfactory160084.0
January 1997FairSatisfactorySatisfactorySatisfactory140084.0
February 1995FairSatisfactorySatisfactorySatisfactory140084.0
March 1993FairSatisfactorySatisfactorySatisfactory130067.4
May 1992PoorSatisfactorySatisfactorySerious130033.3
May 1991PoorSatisfactorySatisfactorySerious130033.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.35116180
Reinforced Concrete Abutmentlinear ft.1204058220
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.90569250
Reinforced Concrete Slabsq. ft.1,3647212404030
Wearing Surfacessq. ft.1,2281,1824600