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RTE 900 over JAMAICA BAY

Map

Coordinates:
+40.59044, -73.81942
40°35'26" N, 73°49'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 900 over JAMAICA BAY
Structure number:000000005521239
Location:CROSS BAY VETS MEM BRIDGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:274.9 ft. [83.8 m]
Total length:2102.1 ft. [640.7 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:52.5 ft. [16.0 m]
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]
Main span material:Prestressed concrete [5]
Main span 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:21,500 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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 conditions; field review indicates action is required. [4]
Sufficiency rating:72.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$117,313,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryFairSatisfactory2150072.0
October 2015FairSatisfactoryFairSatisfactory2069272.0
October 2013FairSatisfactoryFairSatisfactory1997572.0
October 2011FairSatisfactoryFairFair1483572.0
September 2009FairSatisfactoryFairFair1483572.0
August 2007FairFairFairFair1483571.0
July 2005FairFairFairFair1483571.0
August 2003FairFairFairFair1483571.0
June 2001FairFairFairFair1483571.0
June 1999FairFairFairFair1483571.0
April 1997PoorFairPoorPoor1483539.0
November 1995PoorPoorPoorPoor1483536.9
June 1994PoorPoorPoorPoor1483536.9
June 1992PoorPoorPoorPoor1483550.8
May 1990PoorPoorPoorPoor1483549.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.23,37022,1711,104950
Deck
Reinforced Concrete Decksq. ft.22,49421,93755700
Wearing Surfacessq. ft.173,462156,08817,336380
Concrete Protective Coatingsq. ft.78,35178,351000
Prestressed Concrete Top Flangesq. ft.185,514181,9063,60260
Substructure
Reinforced Concrete Columneach2416710
Reinforced Concrete Pier Walllinear ft.525520500
Reinforced Concrete Abutmentlinear ft.5246600
Reinforced Concrete Pile Cap/Footinglinear ft.1,274001,2740
Reinforced Concrete Pier Caplinear ft.1,4071,3109070
Joints
Pourable Jointlinear ft.1,62901,1314980
Bearings
Elastomeric Bearingeach33819514300
Steel Protective Coatingsq. ft.1,6901,35233800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4,1904,190000
Reinforced Concrete Bridge Raillinear ft.8,3938,3524100