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WV 93 F over ELKLICK RUN

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.35116180
Reinforced Concrete Abutmentlinear ft.1204058220
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.90569250
Deck
Reinforced Concrete Slabsq. ft.1,3647212404030
Wearing Surfacessq. ft.1,2281,1824600