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MOFFETT BRANCH RD over ELK RUN

Map

Coordinates:
+38.25301, -79.10206
38°15'11" N, 79°06'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MOFFETT BRANCH RD over ELK RUN
Structure number:000000000002257
Location:0.62 RT 835 - 0.91 RT 734
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:73.5 ft. [22.4 m]
Total length:73.5 ft. [22.4 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:13.5 ft. [4.1 m]
Owner:State Highway Agency [01]
Year built:1920
Year reconstructed:2015
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:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:99 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:65.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$220,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairVery GoodVery GoodFair9965.9
October 2017FairVery GoodVery GoodFair9965.9
October 2016FairVery GoodVery GoodFair9965.9
February 2014PoorFairSeriousPoor9320.4
October 2012PoorFairSeriousPoor9320.4
October 2011PoorFairSeriousPoor9320.4
October 2010PoorFairSeriousPoor9320.4
October 2009PoorFairSeriousFair9320.4
October 2008PoorFairPoorSatisfactory9320.4
October 2007PoorFairPoorSatisfactory8120.5
October 2006PoorFairPoorSatisfactory8120.5
November 2005PoorFairPoorSatisfactory8120.5
October 2004PoorSatisfactoryPoorSatisfactory8121.5
October 2003PoorSatisfactoryPoorSatisfactory8121.5
January 2003PoorSatisfactoryPoorSatisfactory8121.5
October 2001PoorSatisfactoryPoorSatisfactory7021.6
October 2000PoorSatisfactoryPoorFair7021.6
October 1999PoorSatisfactoryPoorSatisfactory7021.6
October 1998PoorSatisfactoryPoorSatisfactory7021.6
October 1997PoorSatisfactoryPoorSatisfactory8521.5
October 1996PoorSatisfactoryPoorSatisfactory7021.6
December 1995PoorSatisfactoryPoorSatisfactory7021.6
October 1994PoorSatisfactoryPoorSatisfactory7021.6
December 1993PoorSatisfactoryPoorSatisfactory7021.6
October 1991PoorSatisfactoryPoorPoor8421.5
July 1990PoorSatisfactoryPoorPoor8421.5