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WV ROUTE 15 FEEDER over LEFT FORK OF HOLLY RIVER

Map

Coordinates:
+38.67243, -80.54177
38°40'21" N, 80°32'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV ROUTE 15 FEEDER over LEFT FORK OF HOLLY RIVER
Structure number:00000000004A051
Location:1.21 MI E OF CO RT 15/8
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:78.1 ft. [23.8 m]
Total length:323.5 ft. [98.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1960
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:600 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:30.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016PoorPoorPoorPoor60030.3
October 2014PoorPoorSeriousSerious60012.0
October 2012PoorFairFairPoor60055.3
October 2010FairSatisfactoryGoodSatisfactory60085.2
July 2009FairSatisfactoryGoodSatisfactory72076.6
October 2008FairSatisfactoryVery GoodSatisfactory72076.6
June 2007FairSatisfactoryVery GoodSatisfactory72076.6
October 2006FairSatisfactoryVery GoodSatisfactory72076.6
July 2005FairSatisfactoryVery GoodSatisfactory85069.4
October 2004FairSatisfactoryVery GoodSatisfactory85069.4
October 2002FairSatisfactoryVery GoodSatisfactory80069.7
January 2001FairSatisfactoryVery GoodSatisfactory80069.7
January 1999FairGoodVery GoodSatisfactory80069.7
July 1997FairGoodVery GoodSatisfactory60077.3
January 1995GoodGoodVery GoodGood60076.1
January 1993GoodGoodVery GoodGood40077.2
January 1991FairSatisfactoryGoodGood40072.3