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CROSS BAY BR ENTR over JAMAICA BAY

Map

Coordinates:
+40.58824, -73.81891
40°35'18" N, 73°49'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROSS BAY BR ENTR over JAMAICA BAY
Structure number:00000000552123C
Location:RAMP FROM 5521239 SPAN 1
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:129.9 ft. [39.6 m]
Total length:772.0 ft. [235.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Skew angle:20°
Owner:Local Toll Authority [32]
Year built:1967
Year reconstructed:2011
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:9
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,197 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:81.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,071,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairSatisfactory319781.5
September 2015FairFairFairSatisfactory-86.0
September 2013FairFairFairSatisfactory270081.7
September 2011FairFairFairFair270081.7
September 2009FairFairFairFair270082.8
August 2007FairFairFairFair270082.8
July 2005FairFairFairFair270082.8
August 2003FairFairFairFair270082.8
June 2001FairFairFairFair270082.8
June 1999FairFairFairFair270082.8
May 1997PoorPoorSeriousPoor270029.5
October 1995PoorPoorSeriousPoor270029.5
June 1994PoorPoorPoorPoor270047.4
May 1992PoorPoorPoorPoor270062.0
May 1990PoorPoorPoorPoor270058.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,8612,74876370
Deck
Reinforced Concrete Decksq. ft.8,9167,6921,22400
Wearing Surfacessq. ft.17,91512,5415,37400
Concrete Protective Coatingsq. ft.21,58721,587000
Prestressed Concrete Top Flangesq. ft.12,27612,2472900
Substructure
Reinforced Concrete Columneach71600
Reinforced Concrete Abutmentlinear ft.3029100
Reinforced Concrete Pile Cap/Footinglinear ft.7807710
Reinforced Concrete Pier Caplinear ft.2021801840
Joints
Pourable Jointlinear ft.253002530
Bearings
Elastomeric Bearingeach80483200
Steel Protective Coatingsq. ft.57045611400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,5041,497700
Reinforced Concrete Bridge Raillinear ft.1,5111,22528510