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RTE I295 over Cross Island Pkwy

Map 

Coordinates:
+40.78819, -73.79046
40°47'17" N, 73°47'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I295 over Cross Island Pkwy
Structure number:00000000552126B
Location:I295 OVER EAST RIVER
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:134.8 ft. [41.1 m]
Total length:1103.7 ft. [336.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:Local Toll Authority [32]
Year built:1961
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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: October 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:111,890 [as of 2014]
Truck traffic:1% 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:50.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,828,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201550.0FairGoodSatisfactoryFairFO111890
October 201352.0FairGoodGoodFairFO104589
August 201150.0FairGoodGoodFairFO104589
August 200950.0FairGoodGoodFairFO104589
August 200750.0FairGoodGoodFairFO72430
August 200550.0FairGoodGoodFairFO104589
August 200349.0FairGoodGoodFairFO104589
July 200149.0FairGoodGoodFairFO104589
August 199949.0FairGoodGoodFairFO104589
August 199749.3FairGoodSatisfactoryFairFO104589
October 199534.2PoorSatisfactoryFairPoorSD104589
August 199433.2PoorFairPoorPoorSD104589
June 199229.8PoorPoorPoorPoorSD104589
October 199034.0PoorFairFairPoorSD104589