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RTE 900 over CITY STS & FDR DR, FRM E

Map 

Coordinates:
+40.80092, -73.92909
40°48'03" N, 73°55'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 900 over CITY STS & FDR DR, FRM E
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:69.6 ft. [21.2 m]
Deck width edge-to-edge:74.2 ft. [22.6 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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:85,038 [as of 2011]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:57.9 tons [52.6 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:32.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$247,943,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201432.0Not deficientPoorFairPoor85038
November 201222.2Not deficientPoorFairPoor85000
November 201022.2Structurally deficientPoorFairPoor80800
October 200822.2Structurally deficientPoorFairPoor80800
October 200637.2Structurally deficientPoorFairFair80800
October 200437.2Structurally deficientPoorFairFair95247
September 200237.0Structurally deficientPoorFairFair95247
October 200037.0Structurally deficientPoorFairFair95247
October 199837.0Structurally deficientPoorFairFair95247
October 19966.9Structurally deficientPoorPoorSerious95247
October 19946.9Structurally deficientPoorSeriousSerious95247
November 19922.0Structurally deficientPoorSeriousSerious95247
June 19902.0Structurally deficientPoorSeriousSerious95247