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MD 85 over BALLENGER CREEK

Map

Coordinates:
+39.36459, -77.41676
39°21'53" N, 77°25'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 85 over BALLENGER CREEK
Structure number:100000100012010
Location:1.3 MILES SOUTH OF IS 270
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,140 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:71.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$158,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory1514071.0
June 2016FairSatisfactorySatisfactorySatisfactory1514071.0
June 2015FairSatisfactorySatisfactorySatisfactory1514071.0
June 2014FairSatisfactorySatisfactorySatisfactory1514071.0
June 2013FairSatisfactorySatisfactorySatisfactory1514071.0
June 2012FairSatisfactorySatisfactorySatisfactory1514071.0
July 2011FairSatisfactorySatisfactorySatisfactory1514071.0
June 2010FairSatisfactorySatisfactorySatisfactory1514071.0
June 2009FairSatisfactorySatisfactorySatisfactory1553070.7
June 2008FairSatisfactorySatisfactorySatisfactory1553070.7
June 2007FairSatisfactorySatisfactorySatisfactory1535070.8
June 2006FairSatisfactorySatisfactorySatisfactory1535070.8
June 2005FairSatisfactorySatisfactorySatisfactory1535070.8
June 2004FairSatisfactorySatisfactorySatisfactory1535070.8
June 2003FairSatisfactorySatisfactorySatisfactory1535070.8
June 2002FairSatisfactorySatisfactorySatisfactory2825066.0
June 2001FairSatisfactorySatisfactorySatisfactory2825066.0
June 2000FairSatisfactorySatisfactorySatisfactory2825066.0
May 1999FairSatisfactorySatisfactorySatisfactory2825066.0
May 1997FairSatisfactorySatisfactorySatisfactory2825066.0
May 1995FairSatisfactorySatisfactorySatisfactory845075.3
June 1994FairSatisfactorySatisfactorySatisfactory845075.3
June 1993FairSatisfactorySatisfactorySatisfactory845075.3
May 1991FairFairSatisfactorySatisfactory845069.9