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SNICKERSVILLE ROAD over BEAVERDAM CREEK

Map

Coordinates:
+39.03747, -77.72278
39°02'15" N, 77°43'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SNICKERSVILLE ROAD over BEAVERDAM CREEK
Structure number:000000000011350
Location:00.09FR731N/00.01TO731S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:62.0 ft. [18.9 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1820
Year reconstructed:2007
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:1,367 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:32.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodGoodGood136732.9
February 2017GoodVery GoodGoodGood136732.9
February 2016GoodVery GoodGoodGood136732.9
February 2014GoodVery GoodGoodGood97635.7
February 2012GoodVery GoodGoodGood97635.7
February 2011GoodVery GoodGoodGood97635.7
October 2009GoodVery GoodGoodGood97635.7
October 2008GoodVery GoodGoodGood109333.1
October 2007GoodVery GoodGoodGood99633.2
January 2007PoorPoorPoorFair9592.0
October 2005PoorPoorPoorFair9602.0
July 2004PoorPoorPoorFair8932.8
September 2003PoorPoorPoorFair8233.9
January 2002PoorPoorPoorFair8918.5
January 2001PoorPoorPoorFair12255.0
December 1999PoorPoorPoorFair12255.0
December 1998PoorPoorPoorFair11915.3
April 1998FairFairFairFair119119.5
January 1997FairFairFairFair119125.3
June 1995FairFairFairFair119125.3
July 1994FairFairFairFair81826.2
June 1993FairFairFairFair81826.2
September 1991PoorPoorPoorFair85012.2