RI 117 FLAT RVR RD over FLAT RIVER RESERVOIR
Map
Coordinates:
+41.70365, -71.6284641°42'13" N, 71°37'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 117 FLAT RVR RD over FLAT RIVER RESERVOIR |
Structure number: | 000000000000710 |
Location: | 4.1Mi E of JCT RI 102 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 35.4 ft. [10.8 m] |
Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,269 [as of 2015] |
Truck traffic: | 2% of total traffic |
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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 93.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $649,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | - | Satisfactory | Satisfactory | 5269 | 93.2 |
March 2016 | Fair | - | Satisfactory | Satisfactory | 5269 | 93.2 |
March 2014 | Fair | - | Satisfactory | Satisfactory | 6000 | 96.4 |
March 2012 | Fair | - | Satisfactory | Satisfactory | 6000 | 96.4 |
April 2010 | Fair | - | Satisfactory | Satisfactory | 6000 | 95.8 |
April 2008 | Fair | - | Satisfactory | Satisfactory | 6000 | 97.8 |
May 2006 | Good | - | Good | Good | 6362 | 97.5 |
February 2004 | Fair | - | Satisfactory | Satisfactory | 6362 | 97.3 |
February 2002 | Fair | - | Satisfactory | Satisfactory | 6362 | 97.3 |
November 1999 | Fair | - | Good | Satisfactory | 6200 | 97.4 |
September 1997 | Fair | - | Good | Satisfactory | 6200 | 97.4 |
October 1995 | Good | - | Very Good | Good | 6400 | 98.8 |
July 1993 | Good | - | Very Good | Good | 6400 | 99.0 |
October 1991 | Good | - | Good | Good | 6400 | 99.0 |
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 |
Reinforced Concrete Arch | linear ft. | 40 | 16 | 22 | 2 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 112 | 0 | 87 | 25 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 112 | 75 | 36 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 80 | 0 | 0 | 33 | 47 |