US 40 over WHLNG CR,CR.10 & ABND.RR


+40.06664, -80.82138
40°03'60" N, 80°49'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 40 over WHLNG CR,CR.10 & ABND.RR
Structure number:0701599
Location:0.9 MI.E.OF CR 214
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:132.9 ft. [40.5 m]
Total length:754.0 ft. [229.8 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1982
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,734 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:87.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$300,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory773487.7
May 2017FairSatisfactorySatisfactorySatisfactory773487.7
August 2016FairSatisfactorySatisfactorySatisfactory773487.7
April 2015FairSatisfactorySatisfactorySatisfactory518090.1
June 2014FairSatisfactorySatisfactorySatisfactory518090.1
March 2013FairSatisfactorySatisfactorySatisfactory518090.1
June 2012FairSatisfactorySatisfactorySatisfactory482088.4
March 2012FairSatisfactorySatisfactorySatisfactory482088.4
June 2010PoorSatisfactoryPoorFair482059.1
May 2009PoorSatisfactoryPoorFair482059.1
April 2008FairSatisfactoryFairFair591075.5
May 2007FairSatisfactoryFairFair591075.5
April 2006FairSatisfactoryFairFair591075.5
September 2005FairSatisfactoryFairFair574075.7
May 2004FairSatisfactoryFairFair630075.1
April 2003FairSatisfactoryFairFair630075.1
May 2002FairSatisfactoryFairFair630075.1
May 2000FairSatisfactoryFairFair630077.1
May 1999FairSatisfactoryFairSatisfactory630077.1
June 1998FairSatisfactorySatisfactorySatisfactory630089.0
June 1997FairSatisfactorySatisfactorySatisfactory527090.0
April 1996FairSatisfactorySatisfactorySatisfactory527090.0
April 1995FairSatisfactorySatisfactorySatisfactory527090.0
April 1994FairGoodSatisfactorySatisfactory527090.0
April 1993FairGoodSatisfactoryGood527089.0
April 1992FairSatisfactoryGoodGood436090.8
May 1991GoodGoodGoodGood436090.8