Share:

RTE 900 over FROM HARLEM RV DR, QNS T

Map

Coordinates:
+40.80092, -73.92909
40°48'03" N, 73°55'45" 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:33.1 ft. [10.1 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:134.8 ft. [41.1 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]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:22.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$222,591,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201622.2PoorPoorFairPoor-85038
November 201432.0PoorPoorFairPoor-85038
November 201222.2PoorPoorFairPoor-85000
November 201022.2PoorPoorFairPoorSD80800
October 200822.2PoorPoorFairPoorSD80800
October 200637.2PoorPoorFairFairSD80800
October 200437.2PoorPoorFairFairSD95247
September 200237.0PoorPoorFairFairSD95247
October 200037.0PoorPoorFairFairSD95247
October 199837.0PoorPoorFairFairSD95247
October 19966.9PoorPoorPoorSeriousSD95247
October 19946.9PoorPoorSeriousSeriousSD95247
November 19922.0PoorPoorSeriousSeriousSD95247
June 19902.0PoorPoorSeriousSeriousSD95247