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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:99°
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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201531.4Not deficientSatisfactoryPoorFair111890
November 201347.8Not deficientSatisfactoryPoorFair111425
October 201121.0Structurally deficientSatisfactoryPoorFair111400
October 200935.4Structurally deficientSatisfactoryPoorFair90290
October 200735.4Structurally deficientSatisfactoryPoorFair90290
November 200544.1Structurally deficientSatisfactoryPoorFair90290
September 200343.1Structurally deficientSatisfactoryPoorFair90290
August 200143.1Structurally deficientSatisfactoryPoorFair90290
August 199943.1Not deficientSatisfactoryPoorPoor90290
September 199720.0Not deficientFairSeriousPoor90290
November 199520.0Not deficientPoorSeriousPoor90290
August 199420.0Not deficientPoorSeriousPoor78828
September 199220.0Not deficientPoorSeriousPoor78828
November 199045.0Structurally deficientPoorPoorPoor78828