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CR 25/47 over US 60 & KANAWHA RIVER

Map

Coordinates:
+38.35543, -81.73676
38°21'20" N, 81°44'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 25/47 over US 60 & KANAWHA RIVER
Structure number:00000000020A337
Location:0.10 MI N OF JCT US 60
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Collector (Urban) [17]
Length of largest span:633.9 ft. [193.2 m]
Total length:1385.2 ft. [422.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:62.3 ft. [19.0 m]
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:18,959 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 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]
Underclearances 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:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:35.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$12,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorFairPoorPoor1895935.3
April 2015PoorFairPoorPoor1800035.3
April 2013PoorFairPoorPoor1800035.3
January 2012PoorFairFairPoor1800035.3
December 2010FairSatisfactorySatisfactorySatisfactory1800063.1
December 2009FairSatisfactorySatisfactorySatisfactory1800063.1
December 2008FairSatisfactorySatisfactorySatisfactory1800063.1
December 2007FairSatisfactorySatisfactorySatisfactory1700063.6
December 2006FairSatisfactorySatisfactorySatisfactory1700063.6
November 2005FairSatisfactorySatisfactorySatisfactory1850052.3
September 2004FairSatisfactorySatisfactorySatisfactory1850052.3
September 2003FairSatisfactorySatisfactorySatisfactory1850052.3
August 2002FairSatisfactorySatisfactorySatisfactory1850052.3
February 2002FairSatisfactorySatisfactorySatisfactory1700053.2
August 2000FairGoodSatisfactorySatisfactory1700059.9
June 1999----290000.0
June 1997FairGoodSatisfactorySatisfactory1400060.3
June 1996FairGoodSatisfactorySatisfactory1400060.3
June 1995FairGoodSatisfactorySatisfactory1400063.0
June 1994FairGoodSatisfactorySatisfactory1700061.3
June 1993FairGoodSatisfactorySatisfactory1700060.9
June 1991FairFairSatisfactorySatisfactory1700062.1