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GORDON'S MILL RD. over PISCATAWAY CREEK

Map

Coordinates:
+37.87726, -76.90016
37°52'38" N, 76°54'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GORDON'S MILL RD. over PISCATAWAY CREEK
Structure number:000000000006164
Location:0.7M RTE615-0.5M RTE360
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:65.0 ft. [19.8 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1923
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:Concrete [1]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:275 [as of 2014]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:18.2
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 2018PoorPoorPoorPoor27518.2
March 2017PoorPoorPoorPoor27518.2
March 2016PoorPoorPoorPoor27518.2
March 2015PoorPoorPoorPoor27518.2
March 2014PoorPoorPoorPoor27218.2
March 2013PoorPoorPoorPoor27218.2
March 2012PoorPoorPoorPoor27218.2
March 2011PoorPoorPoorPoor27218.2
March 2010PoorPoorPoorPoor27218.2
March 2008PoorPoorPoorPoor27218.2
March 2007PoorPoorPoorPoor27218.2
March 2006PoorPoorPoorPoor27233.0
March 2005PoorPoorPoorPoor18833.1
March 2004PoorPoorPoorPoor18833.1
March 2003PoorPoorPoorPoor18833.1
March 2002PoorPoorPoorPoor18833.1
March 2001PoorPoorPoorPoor18833.1
March 2000PoorPoorPoorPoor21633.1
March 1998PoorPoorPoorPoor21633.1
March 1997PoorPoorPoorPoor21633.1
May 1996PoorPoorPoorPoor21633.1
April 1994FairFairFairFair21648.1
March 1993FairFairFairFair21648.1
March 1992FairFairFairFair20748.1
March 1991FairFairFairFair15748.2