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Earley Farm Road over Partridge Creek

Map

Coordinates:
+37.48100, -78.99314
37°28'52" N, 78°59'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Earley Farm Road over Partridge Creek
Structure number:000000000001446
Location:1.20-Rt.814/6.90-Rt.604
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:18.7 ft. [5.7 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:13.5 ft. [4.1 m]
Deck width edge-to-edge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:90 [as of 2017]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:56.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$495,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairFairSatisfactorySatisfactory9056.3
November 2017FairFairSatisfactorySatisfactory9056.3
November 2016FairFairSatisfactorySatisfactory9056.3
November 2015FairFairSatisfactorySatisfactory9056.3
November 2014FairFairSatisfactorySatisfactory9059.7
June 2013PoorFairSatisfactoryPoor8443.4
June 2012PoorFairSatisfactoryPoor8443.4
June 2011PoorSatisfactorySatisfactoryPoor8444.4
June 2010PoorSatisfactorySatisfactoryPoor8444.4
June 2009PoorSatisfactorySatisfactoryPoor8444.4
June 2008PoorSatisfactorySatisfactoryPoor8444.4
June 2007PoorSatisfactorySatisfactoryPoor7344.3
July 2006PoorSatisfactorySatisfactoryPoor7344.3
February 2006PoorSatisfactorySatisfactoryPoor7044.3
March 2005PoorSatisfactorySatisfactoryPoor7346.3
August 2003PoorSatisfactorySatisfactoryPoor7346.3
September 2002PoorSatisfactoryGoodPoor7346.3
January 2002PoorSatisfactoryGoodPoor5546.4
August 2000FairGoodGoodFair5559.4
September 1999FairGoodGoodFair5559.4
September 1998FairGoodGoodFair4159.4
August 1997FairVery GoodVery GoodFair13956.3
August 1996FairVery GoodVery GoodFair4159.4
May 1995FairVery GoodVery GoodFair4159.4
August 1994FairVery GoodVery GoodFair3059.5
October 1993FairVery GoodVery GoodFair3059.5
October 1992FairGoodVery GoodFair3054.5
December 1991FairGoodVery GoodFair3054.5