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RTE 900 over SEAWALL PROMENADE, BEACH

Map

Coordinates:
+40.58802, -73.81912
40°35'17" N, 73°49'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 900 over SEAWALL PROMENADE, BEACH
Structure number:00000000552123D
Location:RAMP ATTACHED TO 5521239
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:129.9 ft. [39.6 m]
Total length:1056.2 ft. [321.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance above deck:17.7 ft. [5.4 m]
Vertical clearance below bridge:52.5 ft. [16.0 m]
Owner:Local Toll Authority [32]
Year built:1967
Year reconstructed:2012
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:7
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:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:60.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$16,317,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory2150060.1
September 2015FairSatisfactorySatisfactorySatisfactory550069.0
September 2013FairSatisfactorySatisfactorySatisfactory550069.0
September 2011FairSatisfactoryFairSatisfactory550061.6
September 2009FairSatisfactoryFairFair550053.2
August 2007PoorPoorSatisfactorySatisfactory550075.2
July 2005PoorPoorSatisfactorySatisfactory550075.2
August 2003PoorPoorSatisfactorySatisfactory550075.2
June 2001FairSatisfactoryFairSatisfactory550066.8
June 1999FairSatisfactoryFairSatisfactory550066.8
May 1997PoorSeriousPoorPoor550023.3
October 1995PoorSeriousPoorPoor550023.0
June 1994PoorPoorPoorPoor550026.0
May 1992PoorPoorPoorPoor550060.2
May 1990PoorPoorPoorPoor550057.0

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.437429800
Prestressed Concrete Girder/Beamlinear ft.4,4723,934459790
Deck
Reinforced Concrete Decksq. ft.8,8678,71614650
Wearing Surfacessq. ft.32,90629,6163,29000
Concrete Protective Coatingsq. ft.17,51517,515000
Prestressed Concrete Top Flangesq. ft.26,25325,97427090
Substructure
Reinforced Concrete Columneach115420
Reinforced Concrete Pier Walllinear ft.63530100
Reinforced Concrete Abutmentlinear ft.3131000
Reinforced Concrete Pile Cap/Footinglinear ft.124001240
Reinforced Concrete Pier Caplinear ft.3272646300
Joints
Pourable Jointlinear ft.333003330
Compression Jointlinear ft.3100310
Bearings
Elastomeric Bearingeach94702400
Steel Protective Coatingsq. ft.63050412600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,0431,93676337
Reinforced Concrete Bridge Raillinear ft.2,0581,82922360
Deck
Reinforced Concrete Slabsq. ft.1,4151,3793600
Wearing Surfacessq. ft.1,09698710900