I-295 SB over Wash Sec Bike,W Natic Rd
Map
Coordinates:
+41.72888, -71.4849241°43'44" N, 71°29'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-295 SB over Wash Sec Bike,W Natic Rd |
Structure number: | 000000000007252 |
Location: | 0.3 Mi W of JCT RI 2 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 336.0 ft. [102.4 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,473 [as of 2008] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 47.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $4,127,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Fair | Poor | Fair | 22473 | 47.7 |
November 2016 | Fair | Fair | Fair | Fair | 22473 | 80.2 |
November 2014 | Fair | Fair | Fair | Fair | 20000 | 80.6 |
November 2012 | Fair | Fair | Fair | Fair | 20000 | 79.4 |
November 2010 | Fair | Satisfactory | Fair | Fair | 20000 | 81.6 |
November 2008 | Fair | Satisfactory | Fair | Fair | 20000 | 81.6 |
November 2006 | Fair | Satisfactory | Fair | Fair | 15000 | 83.0 |
April 2004 | Fair | Satisfactory | Fair | Fair | 15000 | 83.0 |
May 2002 | Fair | Satisfactory | Fair | Fair | 15000 | 83.0 |
May 2000 | Fair | Satisfactory | Fair | Fair | 15000 | 83.0 |
January 1998 | Fair | Satisfactory | Fair | Fair | 15000 | 83.0 |
January 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 14800 | 92.8 |
February 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 14800 | 92.8 |
February 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 14800 | 93.2 |
October 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 14800 | 93.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,664 | 762 | 876 | 26 | 0 |
Steel Protective Coating | sq. ft. | 17,500 | 295 | 4,375 | 4,375 | 8,455 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,440 | 13,319 | 1,121 | 0 | 0 |
Wearing Surfaces | sq. ft. | 12,800 | 12,124 | 676 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 33 | 24 | 9 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 20 | 62 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 128 | 84 | 44 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 38 | 0 | 38 | 0 | 0 |
Pourable Joint | linear ft. | 38 | 11 | 27 | 0 | 0 |
Bearings |
Disk Bearing | each | 35 | 8 | 25 | 2 | 0 |
Steel Protective Coating | sq. ft. | 40 | 10 | 30 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 672 | 603 | 69 | 0 | 0 |
Steel Protective Coating | sq. ft. | 672 | 0 | 336 | 336 | 0 |