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COUNTY ROUTE 2/10 over OHIO RIVER BACK CHANNEL

Map

Coordinates:
+39.39100, -81.20858
39°23'28" N, 81°12'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROUTE 2/10 over OHIO RIVER BACK CHANNEL
Structure number:00000000037A027
Location:0.17 MILE WEST OF WV 2
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:213.6 ft. [65.1 m]
Total length:457.4 ft. [139.4 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1928
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:37.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,300,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorFairPoorPoor5037.0
July 2015PoorPoorPoorPoor5035.0
October 2013PoorFairPoorFair5039.0
September 2011FairFairFairFair5048.6
October 2009FairFairFairFair1043.0
July 2008FairFairFairFair1043.0
October 2007FairFairFairFair1043.0
October 2005FairFairFairFair1043.0
October 2003FairFairFairFair55026.0
September 2001FairFairFairFair55026.0
September 1999FairFairFairFair50026.0
September 1997FairFairFairFair3043.0
September 1995PoorFairPoorPoor3037.0
August 1993PoorFairPoorPoor3037.0
August 1991PoorFairPoorPoor3037.0