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MD 506 over BATTLE CREEK

Map

Coordinates:
+38.49406, -76.59351
38°29'39" N, 76°35'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 506 over BATTLE CREEK
Structure number:100000040023010
Location:1.77 MI E OF SIXES ROAD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:27.9 ft. [8.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,802 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:86.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodGoodVery GoodVery Good180286.2
December 2015GoodVery GoodVery GoodVery Good180286.2
December 2013GoodVery GoodVery GoodVery Good180286.2
December 2011GoodVery GoodVery GoodVery Good180286.2
December 2009GoodVery GoodVery GoodVery Good183286.1
December 2007GoodVery GoodVery GoodVery Good155086.4
November 2005GoodVery GoodVery GoodVery Good155086.4
November 2003GoodVery GoodVery GoodVery Good155086.4
November 2002PoorFairSatisfactoryPoor182549.9
May 2001PoorFairPoorPoor182549.9
March 2000PoorSatisfactorySatisfactoryPoor97552.4
March 1999FairSatisfactorySatisfactoryFair97568.9
August 1997FairSatisfactorySatisfactoryFair97568.9
July 1996FairSatisfactorySatisfactoryFair60069.3
December 1993FairSatisfactoryGoodSatisfactory60070.2
July 1992FairSatisfactoryGoodSatisfactory60080.4
April 1991FairSatisfactoryGoodSatisfactory60080.4