RI 102 VICTORY HWY over BRIDLE / HIKING TRAIL
Map
Coordinates:
+41.69104, -71.6933341°41'28" N, 71°41'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 102 VICTORY HWY over BRIDLE / HIKING TRAIL |
Structure number: | 000000000002270 |
Location: | 0.1 Mi S of JCT RI 117 |
Purpose: | Carries highway and pedestrian walkway over pedestrian/bicycle trail |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 45.9 ft. [14.0 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Year reconstructed: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,657 [as of 2014] |
Truck traffic: | 1% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,073,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | - | Fair | Satisfactory | 5657 | 84.4 |
November 2015 | Fair | - | Fair | Satisfactory | 5657 | 84.4 |
November 2013 | Fair | - | Fair | Satisfactory | 3900 | 85.8 |
November 2011 | Fair | - | Fair | Satisfactory | 3900 | 84.8 |
November 2009 | Fair | - | Fair | Satisfactory | 3900 | 83.1 |
January 2008 | Fair | - | Satisfactory | Good | 3900 | 94.2 |
December 2005 | Fair | - | Satisfactory | Good | 3711 | 97.2 |
March 2003 | Fair | - | Satisfactory | Good | 3711 | 97.0 |
May 2001 | Fair | - | Satisfactory | Good | 3711 | 97.0 |
March 1999 | Fair | - | Satisfactory | Good | 3500 | 92.0 |
February 1997 | Fair | - | Satisfactory | Good | 3500 | 92.2 |
May 1995 | Fair | - | Satisfactory | Good | 2750 | 90.3 |
January 1994 | Fair | - | Satisfactory | Good | 2750 | 68.8 |
March 1992 | Good | - | Good | Good | 2300 | 69.9 |
May 1991 | Good | - | Good | Good | 2300 | 64.1 |
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. | 46 | 2 | 9 | 29 | 6 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 95 | 83 | 7 | 5 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 92 | 55 | 37 | 0 | 0 |