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MD 367 over BISHOPVILLE PRONG

Map

Coordinates:
+38.44223, -75.19436
38°26'32" N, 75°11'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 367 over BISHOPVILLE PRONG
Structure number:100000230013010
Location:0.05 MILE WEST OF MD 368
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1936
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,331 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:58.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$99,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairFairFair433158.8
August 2017FairFairFairFair433158.8
September 2016FairFairFairFair433158.8
September 2015FairFairFairFair433158.8
September 2014FairFairFairFair433157.5
September 2013FairFairFairFair433157.5
September 2012FairFairFairFair433157.2
September 2011FairFairFairFair433157.2
August 2010FairFairFairFair433157.2
August 2009FairFairFairFair413157.3
August 2008FairFairFairFair413157.3
September 2007FairFairFairFair297558.1
September 2006FairSatisfactoryFairFair297559.2
September 2005FairSatisfactoryFairSatisfactory297559.2
September 2004FairSatisfactoryFairSatisfactory297559.2
December 2003FairSatisfactoryFairSatisfactory297559.2
January 2003FairSatisfactoryFairSatisfactory202559.8
January 2002FairSatisfactoryFairSatisfactory202559.8
January 2001FairSatisfactoryFairSatisfactory202559.8
January 1999FairSatisfactoryFairSatisfactory202559.8
May 1997FairSatisfactoryFairSatisfactory202559.8
May 1995FairSatisfactoryFairSatisfactory160071.1
May 1993FairSatisfactoryFairSatisfactory160071.1
May 1991FairSatisfactorySatisfactorySatisfactory160082.3