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REHOBOTH BLVD. over MISPILLION RIVER

Map

Coordinates:
+38.91727, -75.41764
38°55'02" N, 75°25'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:REHOBOTH BLVD. over MISPILLION RIVER
Structure number:2021A021
Location:MILFORD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.4 ft. [17.2 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1996
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Open Grating [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,681 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:56.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$420,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodSatisfactoryFair968156.3
November 2015FairGoodSatisfactoryFair901752.9
October 2013FairGoodSatisfactoryFair865952.9
October 2011FairGoodSatisfactorySatisfactory897963.0
October 2009FairGoodFairSatisfactory853052.9
December 2008FairGoodFairSatisfactory878553.9
November 2006FairGoodFairSatisfactory749654.0
September 2004FairGoodFairSatisfactory696753.9
June 2002FairExcellentGoodFair771053.7
December 2000FairExcellentGoodFair771051.7
November 1998GoodExcellentGoodGood852862.9
November 1996GoodExcellentGoodGood852862.4
November 1995PoorPoorPoorFair77142.0
December 1994PoorFairPoorFair77144.0
December 1993PoorFairPoorFair75784.0
November 1992PoorFairPoorFair719145.3
November 1991PoorFairPoorFair719145.3