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Waiteville Rd /600 over Potts Creek

Map

Coordinates:
+37.55250, -80.29902
37°33'09" N, 80°17'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Waiteville Rd /600 over Potts Creek
Structure number:000000000005483
Location:0.80-WVa line;2.50-Rte311
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:50.9 ft. [15.5 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
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+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:256 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$959,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood25691.2
November 2015GoodGoodGoodGood25691.2
November 2013GoodGoodGoodGood19196.0
November 2011GoodGoodGoodGood19196.0
November 2009GoodGoodGoodGood19197.0
December 2007GoodGoodGoodGood19197.0
December 2005GoodGoodGoodGood20496.9
December 2003GoodGoodGoodGood20496.9
November 2001GoodGoodGoodGood20497.9
December 1999GoodGoodGoodGood18198.0
November 1997GoodGoodGoodGood18198.0
November 1995GoodGoodVery GoodGood18197.5
December 1993GoodVery GoodVery GoodVery Good18197.5
November 1991GoodVery GoodVery GoodVery Good17697.5
November 1989GoodVery GoodVery GoodVery Good17697.5