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CROSS BAY BR EXIT over SEAWALL PROMENADE, JAMAI

Map

Coordinates:
+40.58791, -73.81934
40°35'16" N, 73°49'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROSS BAY BR EXIT over SEAWALL PROMENADE, JAMAI
Structure number:00000000552123E
Location:RAMP ATTACH TO 55123D SN3
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:576.1 ft. [175.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance above deck:19.7 ft. [6.0 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: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:4,644 [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:Equal to present minimum criteria [6]
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:81.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,451,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairSatisfactory464481.9
September 2015FairFairFairSatisfactory-87.0
September 2013FairFairFairSatisfactory270082.8
September 2011FairFairFairSatisfactory270082.8
September 2009FairSatisfactorySatisfactoryFair270083.8
August 2007FairSatisfactorySatisfactoryFair270083.8
July 2005FairSatisfactorySatisfactoryFair270083.8
August 2003FairSatisfactorySatisfactoryFair270083.8
July 2001FairSatisfactorySatisfactoryFair270083.8
June 1999FairSatisfactorySatisfactoryFair270083.8
May 1997FairFairFairFair270080.7
October 1995PoorPoorPoorPoor270062.0
July 1994PoorPoorPoorPoor270062.0
June 1992PoorPoorPoorPoor270046.2
June 1990PoorPoorPoorPoor270046.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,4662,130320160
Deck
Reinforced Concrete Decksq. ft.6,8326,07375900
Wearing Surfacessq. ft.12,4968,7483,74800
Concrete Protective Coatingsq. ft.15,24115,241000
Prestressed Concrete Top Flangesq. ft.7,9727,86810400
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Abutmentlinear ft.4644200
Reinforced Concrete Pile Cap/Footinglinear ft.3403130
Reinforced Concrete Pier Caplinear ft.116104480
Joints
Pourable Jointlinear ft.156001560
Bearings
Elastomeric Bearingeach56332120
Steel Protective Coatingsq. ft.5705036700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9669244200
Reinforced Concrete Bridge Raillinear ft.1,1361,0874540