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VIRGINIA STREET over BEAVER CREEK

Map

Coordinates:
+36.59646, -82.17728
36°35'47" N, 82°10'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VIRGINIA STREET over BEAVER CREEK
Structure number:000000000019994
Location:0.12 ST ST 0.02 WILLMS ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.9 ft. [13.7 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:886 [as of 1994]
Truck traffic:2% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:79.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$120,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodGoodGoodGood88679.9
December 2015GoodGoodGoodGood88679.9
January 2014GoodGoodGoodGood88679.9
January 2012GoodGoodGoodGood88679.9
January 2010GoodGoodGoodGood88673.6
January 2009GoodGoodGoodGood88673.6
January 2008GoodGoodGoodGood88676.6
January 2007GoodGoodGoodGood88673.6
January 2006GoodGoodGoodGood88673.6
January 2005GoodGoodGoodGood88673.6
March 2003GoodGoodGoodGood88673.6
February 2002GoodGoodGoodGood88673.6
February 2001GoodGoodGoodGood88673.6
February 2000GoodGoodGoodGood88673.6
February 1999GoodGoodGoodGood88673.6
February 1998GoodGoodGoodGood88673.6
February 1997GoodGoodVery GoodGood88673.6
January 1996GoodGoodVery GoodGood88673.6
February 1995PoorPoorPoorVery Good88646.5
January 1993PoorSeriousSeriousVery Good86127.3
March 1992PoorSeriousSeriousVery Good86127.3