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MD 611 over SINEPUXENT BAY

Map

Coordinates:
+38.24430, -75.14751
38°14'39" N, 75°08'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 611 over SINEPUXENT BAY
Structure number:100000230018010
Location:0.17 M S OF SOUTH PT RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:94.2 ft. [28.7 m]
Total length:1642.1 ft. [500.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1964
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:31
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,302 [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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:48.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$3,165,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairFairFairFair530248.5
July 2015FairFairFairFair530249.0
July 2013FairFairFairFair530249.0
July 2011FairFairFairFair530249.0
July 2009FairFairFairFair540249.0
July 2007FairSatisfactoryFairFair505050.0
July 2005FairSatisfactoryFairSatisfactory505050.0
July 2003FairGoodSatisfactorySatisfactory505061.0
July 2001FairGoodSatisfactorySatisfactory147563.0
July 1999FairGoodSatisfactorySatisfactory147563.0
July 1997FairGoodSatisfactorySatisfactory147563.0
July 1995FairGoodGoodSatisfactory210061.0
June 1994FairSatisfactorySatisfactorySatisfactory210061.0
June 1993FairSatisfactorySatisfactorySatisfactory210061.0
December 1992FairSatisfactorySatisfactoryFair210050.0
June 1991FairSatisfactorySatisfactoryGood210061.0