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Waiteville Rd./600 over Ewing Run

Map

Coordinates:
+37.55392, -80.29671
37°33'14" N, 80°17'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Waiteville Rd./600 over Ewing Run
Structure number:000000000005484
Location:2.30-Rte311;1.00-WVa Line
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:256 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:64.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$762,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairVery GoodVery GoodFair25664.9
May 2015FairVery GoodVery GoodFair25664.9
May 2013FairVery GoodVery GoodSatisfactory19176.5
May 2011FairVery GoodVery GoodSatisfactory19176.5
May 2009FairVery GoodVery GoodSatisfactory19176.5
April 2007GoodVery GoodVery GoodGood19179.5
May 2005GoodVery GoodVery GoodGood20479.5
May 2003GoodVery GoodVery GoodVery Good20479.0
May 2001GoodExcellentExcellentVery Good20479.0
November 2000PoorGoodPoorFair18139.4
December 1999PoorGoodPoorFair18139.4
November 1997FairGoodFairFair18168.0
November 1996FairGoodFairFair18168.0
November 1994FairVery GoodSatisfactoryFair18168.0
October 1992FairVery GoodSatisfactoryFair18168.0
September 1990FairVery GoodGoodFair18367.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.240240000
Steel Protective Coatingsq. ft.672672000
Substructure
Reinforced Concrete Abutmentlinear ft.60124800
Deck
Timber Decksq. ft.491491000
Wearing Surfacessq. ft.491491000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4949000
Steel Protective Coatingsq. ft.7474000