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KILLEN LANE over LAUREL BRANCH

Map

Coordinates:
+37.14542, -82.48561
37°08'44" N, 82°29'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KILLEN LANE over LAUREL BRANCH
Structure number:000000000005899
Location:0.02FR 72;0.15TO DEAD END
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:2012
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:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:95.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$111,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairVery GoodVery GoodSatisfactory1995.0
July 2016FairVery GoodVery GoodSatisfactory1995.0
July 2014FairVery GoodVery GoodSatisfactory1995.0
July 2012GoodExcellentExcellentGood1995.0
November 2011PoorPoorPoorFair1936.0
November 2009FairFairFairFair1948.3
December 2008FairFairFairFair1948.3
December 2007FairFairFairFair1943.3
January 2007FairFairFairFair2843.3
January 2006FairFairFairFair2843.3
January 2005FairFairFairFair2843.3
January 2004FairFairFairFair2843.3
January 2003FairFairFairFair2843.3
January 2002FairFairFairFair2860.2
January 2001FairFairFairFair5060.2
January 2000FairFairFairFair5060.2
January 1999FairFairFairFair5060.2
February 1998FairFairFairFair23149.2
January 1997FairFairFairFair5060.2
February 1995FairFairFairFair5063.4
January 1993FairFairFairFair2163.4
January 1991FairSatisfactorySatisfactorySatisfactory2174.4