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RTE 900 over FROM HARLEM RV DR, QNS T

Map

Coordinates:
+40.80058, -73.92836
40°48'02" N, 73°55'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 900 over FROM HARLEM RV DR, QNS T
Structure number:000000005521209
Location:ON RANDALLS ISLAND
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes [1]
Length of largest span:315.0 ft. [96.0 m]
Total length:4594.4 ft. [1400.3 m]
Roadway width between curbs:108.9 ft. [33.2 m]
Deck width edge-to-edge:127.0 ft. [38.7 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:134.5 ft. [41.0 m]
Owner:Local Toll Authority [32]
Year built:1936
Year reconstructed:2009
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Movable - Lift [15]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:85,038 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:22.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$222,591,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016PoorPoorFairPoor8503822.2
November 2014PoorPoorFairPoor8503832.0
November 2012PoorPoorFairPoor8500022.2
November 2010PoorPoorFairPoor8080022.2
October 2008PoorPoorFairPoor8080022.2
October 2006PoorPoorFairFair8080037.2
October 2004PoorPoorFairFair9524737.2
September 2002PoorPoorFairFair9524737.0
October 2000PoorPoorFairFair9524737.0
October 1998PoorPoorFairFair9524737.0
October 1996PoorPoorPoorSerious952476.9
October 1994PoorPoorSeriousSerious952476.9
November 1992PoorPoorSeriousSerious952472.0
June 1990PoorPoorSeriousSerious952472.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.29,20827,6301,2253530
Reinforced Concrete Girder/Beamlinear ft.36,91530,9145,1588430
Steel Stringerlinear ft.28,84326,5652,1291490
Deck
Reinforced Concrete Decksq. ft.498,854412,63079,4246,7955
Wearing Surfacessq. ft.458,838432,25326,4741110
Superstructure
Steel Trusslinear ft.1,4321,4191300
Steel Floor Beamlinear ft.10,3498,9541,335600
Reinforced Concrete Floor Beamlinear ft.3,5253,053382900
Steel Gusset Plateeach112112000
Substructure
Steel Columneach22210462560
Reinforced Concrete Columneach943636226810
Steel Column Tower/Trestlelinear ft.340340000
Reinforced Concrete Pier Walllinear ft.45293301580
Reinforced Concrete Abutmentlinear ft.112476050
Reinforced Concrete Pile Cap/Footinglinear ft.200020000
Steel Pier Caplinear ft.7,1284,7942,1062280
Reinforced Concrete Pier Caplinear ft.14,18610,3963,0956950
Deck
Corrugated or Orthotropic Decksq. ft.76,61276,353227320
Wearing Surfacessq. ft.78,81078,810000
Joints
Pourable Jointlinear ft.1,392676118208390
Compression Jointlinear ft.4,4383,281479271407
Assembly with Sealeach45330056970
Open Jointlinear ft.186885903
Assembly without Seal Jointlinear ft.896580942220
Other Jointlinear ft.5,3531,7932,872544144
Bearings
Elastomeric Bearingeach98663200
Movable Bearingeach309104141640
Fixed Bearingeach30119378300
Pot Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8,9828,783187120
Reinforced Concrete Bridge Raillinear ft.10,1638,3361,7151120
Other Material Bridge Raillinear ft.2020000
Deck
Reinforced Concrete Slabsq. ft.6,0135,7991001140
Wearing Surfacessq. ft.5,5854,98560000