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RTE 901 over ROCKAWAY INLET

Map

Coordinates:
+40.57817, -73.88776
40°34'41" N, 73°53'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RTE 901 over ROCKAWAY INLET
Structure number:000000005521240
Location:MARINE PKWY BR RCKWY INLT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:539.7 ft. [164.5 m]
Total length:3985.1 ft. [1214.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:149.9 ft. [45.7 m]
Owner:Local Toll Authority [32]
Year built:1936
Year reconstructed:2009
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Movable - Lift [15]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,271 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:50.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$341,542,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201550.5FairGoodSatisfactoryFair-20271
September 201350.3FairGoodSatisfactoryFair-20703
August 201149.3FairGoodSatisfactoryFairFO20700
August 200948.7FairGoodSatisfactoryFair-21613
July 200747.5FairGoodSatisfactoryFair-21424
June 200549.5FairExcellentSatisfactoryFair-20288
September 200349.5FairExcellentSatisfactoryFair-20288
August 200149.5FairExcellentFairFair-20288
August 19998.4PoorPoorPoorFairSD20288
July 19973.0PoorPoorSeriousSeriousSD25311
November 19952.0PoorPoorSeriousPoorSD25311
July 199417.9PoorPoorPoorPoorSD19241
August 19922.0PoorSeriousSeriousSeriousSD19241
July 19902.0PoorPoorSeriousSeriousSD19241