WEST VIRGINIA 807 over Ohio River


+39.38810, -81.21438
39°23'17" N, 81°12'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST VIRGINIA 807 over Ohio River
Structure number:00000000037A028
Location:0.01 MILE WEST OF WV 2
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Major Collector (Rural) [07]
Length of largest span:900.0 ft. [274.3 m]
Total length:2583.5 ft. [787.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.8 ft. [23.4 m]
Vertical clearance below bridge:68.9 ft. [21.0 m]
Owner:State Highway Agency [01]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,499 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:78.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$10,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryGoodSatisfactory549978.1
October 2017FairSatisfactoryGoodSatisfactory520078.7
October 2016FairSatisfactoryGoodSatisfactory520078.7
October 2015FairSatisfactoryGoodSatisfactory520078.7
October 2014FairSatisfactoryGoodSatisfactory520078.7
October 2013FairSatisfactoryGoodSatisfactory520078.7
October 2012FairSatisfactoryGoodSatisfactory520078.7
October 2011FairSatisfactoryGoodGood520083.7
October 2010FairSatisfactoryGoodGood520078.5
October 2009FairSatisfactoryGoodGood520078.5
October 2008FairSatisfactoryGoodGood520078.5
October 2007FairSatisfactorySatisfactoryGood520078.5
February 2007FairSatisfactorySatisfactoryGood520078.5
May 2005FairSatisfactorySatisfactoryGood520078.5
October 2004GoodGoodGoodGood540078.1
October 2003FairSatisfactorySatisfactoryGood540078.1
October 2002FairSatisfactorySatisfactoryGood540078.1
October 2001FairGoodSatisfactoryGood540078.1
November 2000GoodGoodGoodGood540081.1
October 1999GoodGoodGoodGood540081.1
November 1998GoodGoodGoodGood540081.1
November 1997GoodGoodGoodGood540081.1
September 1996GoodGoodGoodGood540081.1
October 1995GoodGoodGoodGood540081.0
September 1994GoodGoodGoodGood540081.0
September 1993GoodGoodGoodGood540081.0
December 1992FairSatisfactoryGoodGood620079.6
December 1991FairSatisfactoryGoodGood620079.6