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OLD CHARLESTOWN RD over OPEQUON CREEK

Map

Coordinates:
+39.22443, -78.06030
39°13'28" N, 78°03'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD CHARLESTOWN RD over OPEQUON CREEK
Structure number:000000000005453
Location:0.00 FREDERICK-0.00CLARKE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:18.4 ft. [5.6 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,245 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:43.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$397,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairFairFair124543.7
May 2017FairFairFairFair124541.5
May 2016FairFairFairFair124550.0
May 2014FairFairFairFair130349.9
May 2013FairFairFairFair130349.9
May 2012FairFairFairFair130349.9
January 2012FairFairFairFair130349.9
April 2010PoorSatisfactorySatisfactoryPoor130353.8
April 2009PoorSatisfactorySatisfactoryPoor130340.7
March 2008PoorSatisfactorySatisfactoryPoor123040.9
February 2007FairSatisfactorySatisfactoryFair89355.5
March 2006FairSatisfactorySatisfactoryFair87255.5
March 2004FairSatisfactorySatisfactoryFair83455.6
April 2003FairSatisfactorySatisfactoryFair73155.8
April 2002FairSatisfactorySatisfactoryFair69155.8
April 2001FairSatisfactorySatisfactoryFair69155.8
April 2000PoorSatisfactorySatisfactoryPoor70042.2
April 1999PoorSatisfactorySatisfactoryPoor70042.2
April 1998PoorSatisfactorySatisfactoryPoor68042.2
March 1997PoorSatisfactorySatisfactoryPoor68042.2
April 1996PoorSatisfactorySatisfactoryPoor68042.2
March 1995PoorSatisfactorySatisfactoryPoor65642.3
May 1994PoorSatisfactorySatisfactoryPoor65642.3
May 1993PoorSatisfactorySatisfactoryPoor65642.3
March 1992PoorSatisfactorySatisfactoryPoor44442.8
March 1991PoorSatisfactorySatisfactoryPoor44442.8