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RTE 900 over JAMAICA BAY, SEAWALL PRO

Map

Coordinates:
+40.58832, -73.81766
40°35'18" N, 73°49'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 900 over JAMAICA BAY, SEAWALL PRO
Structure number:00000000552123A
Location:CROSS BAY BRIDGE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:140.8 ft. [42.9 m]
Total length:941.0 ft. [286.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Skew angle:20°
Owner:Local Toll Authority [32]
Year built:1967
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:6
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: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: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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:50.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$14,573,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryFairFair2150050.6
September 2015FairSatisfactoryFairFair2069251.1
September 2013FairSatisfactoryFairFair1567854.2
September 2011FairSatisfactoryFairFair1567854.2
September 2009FairSatisfactoryFairFair1567844.0
August 2007FairSatisfactoryFairFair1567844.0
July 2005FairSatisfactoryFairFair1567844.0
August 2003FairSatisfactoryFairFair1567844.0
June 2001FairSatisfactoryFairFair1567843.8
June 1999FairSatisfactoryFairFair1567843.8
May 1997PoorPoorFairPoor820036.2
October 1995PoorPoorPoorPoor820036.0
June 1994PoorPoorPoorPoor820036.0
May 1992PoorPoorPoorPoor820036.0
May 1990PoorPoorPoorPoor820055.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.385373903
Concrete Protective Coatingsq. ft.6,8636,17168660
Prestressed Concrete Girder/Beamlinear ft.5,5715,337219150
Deck
Reinforced Concrete Decksq. ft.8,8377,979848100
Wearing Surfacessq. ft.37,18333,4633,72000
Concrete Protective Coatingsq. ft.10,04010,040000
Prestressed Concrete Top Flangesq. ft.34,60732,2332,37130
Substructure
Reinforced Concrete Columneach3021900
Reinforced Concrete Pier Walllinear ft.1801631700
Reinforced Concrete Pile Cap/Footinglinear ft.141001410
Reinforced Concrete Pier Caplinear ft.34730228170
Joints
Pourable Jointlinear ft.505114283630
Bearings
Elastomeric Bearingeach1681482000
Steel Protective Coatingsq. ft.72057614400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,7022,6871050
Reinforced Concrete Bridge Raillinear ft.2,5052,4069360