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CR621(OCEAN DR) over MILL CREEK

Map

Coordinates:
+38.95537, -74.89054
38°57'19" N, 74°53'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR621(OCEAN DR) over MILL CREEK
Structure number:0500030
Location:0.75 MI E.OF GSP & NJ 109
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:24.9 ft. [7.6 m]
Total length:305.1 ft. [93.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Vertical clearance below bridge:3.3 ft. [1.0 m]
Owner:County Highway Agency [02]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:12
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,145 [as of 2016]
Truck traffic:3% 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:42.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$13,670,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairFairFairFair914542.8
August 2014FairSatisfactorySatisfactoryFair896543.8
September 2012FairSatisfactoryGoodFair878048.9
August 2010FairSatisfactoryGoodFair862049.1
May 2008FairSatisfactoryGoodFair932548.0
May 2006FairSatisfactoryGoodFair888048.7
January 2004FairFairFairFair854048.0
December 2001FairFairFairFair837047.9
January 2000FairFairFairFair837047.9
September 1999FairFairFairFair813247.0
April 1997FairFairFairFair813247.0
July 1995PoorPoorFairFair710037.0
August 1993PoorPoorFairFair706035.8
June 1991PoorPoorFairFair706041.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,2001,1841060
Deck
Reinforced Concrete Top Flangesq. ft.7,018606,889690
Substructure
Reinforced Concrete Columneach33111390
Reinforced Concrete Abutmentlinear ft.100318610
Reinforced Concrete Pier Caplinear ft.2532431000
Joints
Strip Seal Jointlinear ft.282282000
Bearings
Enclosed/Concealed Bearingeach9696000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.600005982
Steel Protective Coatingsq. ft.2,04250001,46280