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RTE I295 over END APPR RAMP B, EAST RI

Map 

Coordinates:
+40.80467, -73.79373
40°48'17" N, 73°47'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I295 over END APPR RAMP B, EAST RI
Structure number:000000005521269
Location:295I OVER EAST RIVER
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes [1]
Length of largest span:1800.0 ft. [548.6 m]
Total length:10932.6 ft. [3332.1 m]
Roadway width between curbs:81.4 ft. [24.8 m]
Deck width edge-to-edge:86.6 ft. [26.4 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:141.7 ft. [43.2 m]
Skew angle:
Owner:Local Toll Authority [32]
Year built:1961
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Suspension [13]
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: November 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:111,890 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Superior to present desirable criteria [9]
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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:31.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$792,800,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201531.4PoorSatisfactoryPoorFair-111890
November 201347.8PoorSatisfactoryPoorFair-111425
October 201121.0PoorSatisfactoryPoorFairSD111400
October 200935.4PoorSatisfactoryPoorFairSD90290
October 200735.4PoorSatisfactoryPoorFairSD90290
November 200544.1PoorSatisfactoryPoorFairSD90290
September 200343.1PoorSatisfactoryPoorFairSD90290
August 200143.1PoorSatisfactoryPoorFairSD90290
August 199943.1PoorSatisfactoryPoorPoor-90290
September 199720.0PoorFairSeriousPoor-90290
November 199520.0PoorPoorSeriousPoor-90290
August 199420.0PoorPoorSeriousPoor-78828
September 199220.0PoorPoorSeriousPoor-78828
November 199045.0PoorPoorPoorPoorSD78828