SPRAGUE ST over RI 24
Map
Coordinates:
+41.61661, -71.2526541°36'60" N, 71°15'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPRAGUE ST over RI 24 |
Structure number: | 000000000006440 |
Location: | 0.5 Mi W of JCT RI 138 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 86.6 ft. [26.4 m] |
Total length: | 174.9 ft. [53.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 41° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | 3,969 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
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] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 63.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,099,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Fair | Satisfactory | 3969 | 63.5 |
March 2017 | Fair | Satisfactory | Fair | Satisfactory | 3969 | 63.8 |
April 2015 | Fair | Satisfactory | Fair | Satisfactory | 3969 | 63.8 |
April 2013 | Fair | Satisfactory | Fair | Satisfactory | 2900 | 63.9 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 73.6 |
May 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 77.5 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 77.5 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 2629 | 85.1 |
January 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 2629 | 85.1 |
February 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 2629 | 85.1 |
November 1998 | Fair | Good | Satisfactory | Satisfactory | 2400 | 86.1 |
October 1996 | Fair | Good | Satisfactory | Satisfactory | 2300 | 85.2 |
September 1994 | Fair | Satisfactory | Fair | Satisfactory | 3000 | 64.6 |
October 1992 | Fair | Satisfactory | Fair | Good | 3000 | 70.0 |
July 1990 | Fair | Satisfactory | Fair | Good | 3000 | 70.0 |
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 |
Steel Girder/Beam | linear ft. | 1,038 | 920 | 10 | 100 | 8 |
Steel Protective Coating | sq. ft. | 10,631 | 9,631 | 0 | 0 | 1,000 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,088 | 6,085 | 988 | 15 | 0 |
Wearing Surfaces | sq. ft. | 4,900 | 4,400 | 343 | 157 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 108 | 65 | 36 | 7 | 0 |
Concrete Protective Coating | sq. ft. | 864 | 364 | 0 | 200 | 300 |
Reinforced Concrete Pier Cap | linear ft. | 52 | 0 | 33 | 19 | 0 |
Joints |
Pourable Joint | linear ft. | 111 | 0 | 111 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24 | 0 | 0 | 12 | 12 |
Fixed Bearing | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24 | 0 | 0 | 0 | 24 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 350 | 264 | 85 | 1 | 0 |
Steel Protective Coating | sq. ft. | 700 | 600 | 100 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 26 | 18 | 0 | 0 | 8 |