RI 33 PROVIDNCE ST over PAWTUXET RIVER
Map
Coordinates:
+41.71441, -71.5145441°42'52" N, 71°30'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 33 PROVIDNCE ST over PAWTUXET RIVER |
Structure number: | 000000000000270 |
Location: | 1.5 Mi N of JCT RI 117 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 124.0 ft. [37.8 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Skew angle: | 34° |
Owner: | State Highway Agency [01] |
Year built: | 1923 |
Year reconstructed: | 2007 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,315 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,174,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 11315 | 91.7 |
March 2017 | Fair | Good | Satisfactory | Satisfactory | 11315 | 91.7 |
March 2015 | Fair | Good | Satisfactory | Satisfactory | 11315 | 91.7 |
February 2015 | Fair | Good | Satisfactory | Satisfactory | 18200 | 89.0 |
March 2013 | Fair | Good | Satisfactory | Satisfactory | 18200 | 89.0 |
April 2011 | Fair | Good | Satisfactory | Satisfactory | 18200 | 82.4 |
April 2009 | Fair | Good | Satisfactory | Satisfactory | 18200 | 82.4 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 18200 | 82.2 |
February 2007 | Fair | Fair | Fair | Satisfactory | 19252 | 68.5 |
October 2004 | Fair | Fair | Fair | Satisfactory | 19252 | 68.2 |
January 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 19252 | 81.7 |
July 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 19252 | 81.7 |
September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 18200 | 76.6 |
August 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 18200 | 82.7 |
August 1994 | Fair | - | Satisfactory | Good | 10100 | 83.8 |
July 1993 | Fair | Satisfactory | Fair | Satisfactory | 10100 | 74.8 |
September 1992 | Fair | Satisfactory | Fair | Satisfactory | 12000 | 74.6 |
July 1990 | Fair | Satisfactory | Good | Satisfactory | 12000 | 76.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 4,216 | 3,416 | 800 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,216 | 3,816 | 400 | 0 | 0 |
Superstructure |
Other Material Arch | linear ft. | 12 | 0 | 11 | 1 | 0 |
Reinforced Concrete Arch | linear ft. | 160 | 64 | 69 | 27 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 88 | 74 | 14 | 0 | 0 |
Other Material Abutment | linear ft. | 92 | 57 | 35 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 25 | 0 | 25 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 250 | 245 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 500 | 490 | 10 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 220 | 181 | 38 | 1 | 0 |