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Anderson Drive over WOODS CREEK

Map

Coordinates:
+37.79241, -79.43774
37°47'33" N, 79°26'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Anderson Drive over WOODS CREEK
Structure number:000000000020484
Location:.38-LETCHER AV & .17-END
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:78.7 ft. [24.0 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:14.8 ft. [4.5 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:903 [as of 1986]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:52.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairVery GoodSatisfactoryGood90352.7
March 2017FairVery GoodSatisfactoryGood90348.0
March 2015FairVery GoodSatisfactoryGood90348.0
March 2014FairVery GoodSatisfactoryGood90348.0
March 2013FairExcellentSatisfactoryGood90348.0
March 2012FairExcellentSatisfactoryGood90348.0
March 2011FairSatisfactoryFairGood90337.9
March 2009FairSatisfactoryFairGood90337.9
May 2008FairSatisfactoryFairGood90337.9
June 2007FairSatisfactoryFairGood90337.9
March 2006FairSatisfactoryFairGood90337.9
April 2004FairSatisfactoryFairGood90337.9
March 2003FairSatisfactoryFairGood90337.9
March 2002FairSatisfactoryFairGood90337.9
April 2001FairGoodFairGood90337.9
April 2000FairGoodSatisfactoryGood90348.3
March 1999FairGoodSatisfactoryGood90348.3
April 1998FairGoodSatisfactoryGood90348.3
April 1997FairGoodSatisfactoryGood90348.3
April 1996FairGoodSatisfactoryGood90348.3
March 1995FairGoodSatisfactoryGood90348.3
May 1994FairGoodSatisfactoryGood90348.3
March 1993FairGoodSatisfactoryGood90348.3
March 1992FairGoodSatisfactoryGood90348.3
March 1991FairGoodSatisfactoryGood90348.3