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JESSIE DUPONT HWY. over GREAT WICOMICO RIVER

Map

Coordinates:
+37.84444, -76.36888
37°50'40" N, 76°22'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JESSIE DUPONT HWY. over GREAT WICOMICO RIVER
Structure number:000000000023705
Location:2.8M RTE360-7.4M LANCAS.C
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:165.0 ft. [50.3 m]
Total length:1763.2 ft. [537.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Vertical clearance below bridge:52.5 ft. [16.0 m]
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,516 [as of 2014]
Truck traffic:2% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactorySatisfactory451691.5
May 2016FairSatisfactorySatisfactorySatisfactory451691.5
May 2014FairSatisfactorySatisfactoryGood484790.9
May 2012GoodGoodGoodGood484790.9
May 2010GoodGoodGoodGood484790.9
May 2008GoodGoodGoodGood484790.9
May 2006GoodGoodGoodGood458991.4
May 2004GoodGoodGoodGood414792.2
May 2002GoodGoodGoodGood414892.2
May 2000GoodGoodGoodGood606987.5
June 1998GoodGoodGoodGood606987.5
August 1996GoodGoodGoodGood560088.4
June 1994GoodExcellentExcellentExcellent550088.5
August 1993GoodExcellentExcellentExcellent533783.2