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RTE I295 over END APPR RAMP B, EAST RI

Map

Coordinates:
+40.80466, -73.79373
40°48'17" N, 73°47'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:11210.5 ft. [3416.8 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:141.1 ft. [43.0 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: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:115,453 [as of 2011]
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:Superior to present desirable criteria [9]
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]
Sufficiency rating:32.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$792,800,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorSatisfactoryPoorFair11545332.4
November 2015PoorSatisfactoryPoorFair11189031.4
November 2013PoorSatisfactoryPoorFair11142547.8
October 2011PoorSatisfactoryPoorFair11140021.0
October 2009PoorSatisfactoryPoorFair9029035.4
October 2007PoorSatisfactoryPoorFair9029035.4
November 2005PoorSatisfactoryPoorFair9029044.1
September 2003PoorSatisfactoryPoorFair9029043.1
August 2001PoorSatisfactoryPoorFair9029043.1
August 1999PoorSatisfactoryPoorPoor9029043.1
September 1997PoorFairSeriousPoor9029020.0
November 1995PoorPoorSeriousPoor9029020.0
August 1994PoorPoorSeriousPoor7882820.0
September 1992PoorPoorSeriousPoor7882820.0
November 1990PoorPoorPoorPoor7882845.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.37,17636,2184485028
Steel Protective Coatingsq. ft.1,013,3701,004,7358,62870
Reinforced Concrete Girder/Beamlinear ft.720419290110
Steel Stringerlinear ft.154,400146,508787,8140
Steel Protective Coatingsq. ft.1,054,1461,011,75642,375150
Deck
Reinforced Concrete Decksq. ft.180,509178,4351,8292450
Wearing Surfacessq. ft.158,103152,4534,9507000
Superstructure
Steel Trusslinear ft.5,8204,998887340
Steel Protective Coatingsq. ft.321,560302,16019,40000
Steel Main Cablelinear ft.20,41620,3962000
Steel Protective Coatingsq. ft.87,30087,300000
Steel Secondary Cableeach1421251700
Steel Protective Coatingsq. ft.26,68026,680000
Steel Floor Beamlinear ft.43,20133,8131699,2190
Steel Protective Coatingsq. ft.831,300715,877115,42300
Reinforced Concrete Floor Beamlinear ft.1521371500
Steel Pin or Pin & Hangar Assemblyeach85300
Steel Protective Coatingsq. ft.1,6081,608000
Steel Gusset Plateeach1,8851,236625852
Steel Protective Coatingsq. ft.113,718112,6781,04000
Substructure
Reinforced Concrete Columneach1232216850
Steel Column Tower/Trestlelinear ft.1,326503783400
Steel Protective Coatingsq. ft.751,500595,40178,32577,7740
Reinforced Concrete Pier Walllinear ft.78859418950
Reinforced Concrete Abutmentlinear ft.140713300
Reinforced Concrete Pile Cap/Footinglinear ft.176838850
Reinforced Concrete Pier Caplinear ft.3,0392,5413161820
Deck
Concrete Filled Grid Decksq. ft.207,268197,1168,9501,2020
Wearing Surfacessq. ft.212,346211,744588140
Steel Protective Coatingsq. ft.243,692233,5408,9501,2020
Corrugated or Orthotropic Decksq. ft.466,898466,709431460
Wearing Surfacessq. ft.493,096488,6354,435260
Steel Protective Coatingsq. ft.1,088,0001,083,1604,755850
Joints
Pourable Jointlinear ft.90801000
Compression Jointlinear ft.2,9261,7798273200
Open Jointlinear ft.3,6991,9521,4882590
Bearings
Elastomeric Bearingeach2901919900
Steel Protective Coatingsq. ft.2,8202,820000
Movable Bearingeach2319381570
Steel Protective Coatingsq. ft.1,5101,266188560
Fixed Bearingeach1745795220
Steel Protective Coatingsq. ft.2,1581,818320200
Other Bearingeach86020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.27,61827,0711663810
Steel Protective Coatingsq. ft.306,577306,28229500
Reinforced Concrete Bridge Raillinear ft.5,5104,1141,326700