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ROCKHILL CHURCH RD over AQUIA CREEK

Map

Coordinates:
+38.48678, -77.53182
38°29'12" N, 77°31'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROCKHILL CHURCH RD over AQUIA CREEK
Structure number:000000000018157
Location:0.5M RTE645-1.5M RTE610
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:41.0 ft. [12.5 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [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:Poor
Status:Posted for load [P]
Average daily traffic:1,938 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:34.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$49,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorFairPoorFair193834.4
November 2016PoorFairPoorFair193834.4
November 2015PoorFairPoorFair193834.4
November 2014PoorFairPoorFair200046.0
November 2012FairSatisfactoryFairFair200261.1
November 2010FairSatisfactoryFairFair200261.1
November 2008FairSatisfactoryFairFair200261.1
November 2006FairSatisfactoryFairFair205161.1
November 2004FairSatisfactorySatisfactoryFair163564.9
December 2002FairGoodSatisfactoryFair157065.0
November 2000FairGoodSatisfactoryFair142065.1
December 1999FairGoodSatisfactoryFair142065.1
December 1998PoorGoodSatisfactoryPoor109949.0
November 1997PoorGoodFairPoor109949.0
November 1996PoorGoodSatisfactoryPoor113745.2
November 1995PoorGoodSatisfactoryPoor113745.3
December 1993PoorFairSatisfactoryPoor166943.0
December 1991PoorSatisfactorySatisfactoryPoor59146.4