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US 113 BU over PURNELL BRANCH

Map

Coordinates:
+38.18581, -75.38095
38°11'09" N, 75°22'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 113 BU over PURNELL BRANCH
Structure number:100000230008010
Location:0.39 MILE S OF US 113
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:22.0 ft. [6.7 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,120 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$163,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairSatisfactory712068.0
June 2017FairFairFairSatisfactory712068.0
June 2016FairFairFairSatisfactory712068.0
June 2015FairFairFairSatisfactory712068.0
June 2014FairFairFairSatisfactory712065.9
June 2013FairFairFairSatisfactory712065.9
June 2012FairFairFairSatisfactory712065.7
June 2011FairFairFairSatisfactory712065.7
May 2010FairFairFairSatisfactory712065.7
May 2009FairFairFairSatisfactory633065.8
May 2008FairFairFairSatisfactory633065.8
May 2007FairFairFairSatisfactory597565.9
May 2006FairFairFairSatisfactory597565.9
May 2005FairFairFairSatisfactory597565.9
May 2004FairFairFairSatisfactory597565.9
May 2003FairFairFairSatisfactory597565.9
June 2002FairFairFairSatisfactory559965.9
June 2001FairFairFairSatisfactory559965.9
June 2000FairFairFairSatisfactory559965.9
August 1999FairFairFairSatisfactory559965.9
June 1998FairFairFairSatisfactory559965.9
June 1996FairFairFairSatisfactory559965.4
June 1994FairFairFairSatisfactory559965.4
June 1992FairSatisfactorySatisfactorySatisfactory559976.5
May 1990FairSatisfactorySatisfactorySatisfactory559976.5