Share:

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]
Skew angle:99°
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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
October 201550.0Functionally obsoleteGoodSatisfactoryFair111890
October 201352.0Functionally obsoleteGoodGoodFair104589
August 201150.0Functionally obsoleteGoodGoodFair104589
August 200950.0Functionally obsoleteGoodGoodFair104589
August 200750.0Functionally obsoleteGoodGoodFair72430
August 200550.0Functionally obsoleteGoodGoodFair104589
August 200349.0Functionally obsoleteGoodGoodFair104589
July 200149.0Functionally obsoleteGoodGoodFair104589
August 199949.0Functionally obsoleteGoodGoodFair104589
August 199749.3Functionally obsoleteGoodSatisfactoryFair104589
October 199534.2Structurally deficientSatisfactoryFairPoor104589
August 199433.2Structurally deficientFairPoorPoor104589
June 199229.8Structurally deficientPoorPoorPoor104589
October 199034.0Structurally deficientFairFairPoor104589