WV 259 F over BAKER RUN


+39.04140, -78.74707
39°02'29" N, 78°44'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV 259 F over BAKER RUN
Structure number:00000000016A061
Location:0.02 MI S OF CR 55/2 SLS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:126.3 ft. [38.5 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:53°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:3,245 [as of 2015]
Truck traffic:17% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:41.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorPoorPoorFair324541.8
March 2015PoorPoorPoorSatisfactory230044.3
March 2013PoorPoorPoorSatisfactory220048.3
March 2011PoorPoorPoorSatisfactory220037.9
March 2010FairGoodGoodSatisfactory100037.7
March 2009PoorSeriousPoorSatisfactory310035.2
March 2008PoorSeriousPoorSatisfactory310024.3
March 2007PoorSeriousFairSatisfactory310029.3
March 2006PoorSeriousPoorSatisfactory250021.5
March 2005PoorSeriousPoorSatisfactory250021.5
March 2004PoorSeriousFairSatisfactory250051.4
March 2003PoorSeriousFairSatisfactory220051.4
March 2002PoorSeriousFairSatisfactory220051.4
March 2001PoorSeriousFairSatisfactory220051.4
January 1999PoorPoorSatisfactoryGood280058.9
January 1997PoorPoorSatisfactoryGood270071.0
January 1995PoorPoorSatisfactoryGood270071.2
February 1993PoorPoorSatisfactoryGood250071.2
February 1991PoorPoorSatisfactoryGood250064.9