RI 24 NB over EIGHT ROD WAY-FISH RD
Map
Coordinates:
+41.64130, -71.1873641°38'29" N, 71°11'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 24 NB over EIGHT ROD WAY-FISH RD |
Structure number: | 000000000006490 |
Location: | 0.8 Mi N of JCT RI 138 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Year reconstructed: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,298 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 85.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,345,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Fair | Fair | 16298 | 85.0 |
May 2015 | Fair | Fair | Fair | Fair | 16298 | 83.0 |
May 2013 | Fair | Satisfactory | Fair | Satisfactory | 5000 | 84.0 |
May 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 96.5 |
May 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 92.5 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 96.5 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 8250 | 96.2 |
January 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 8250 | 96.2 |
January 2001 | Fair | Good | Satisfactory | Satisfactory | 8250 | 96.2 |
October 1998 | Fair | Good | Satisfactory | Good | 8250 | 94.2 |
September 1996 | Good | Very Good | Good | Good | 13000 | 93.7 |
August 1994 | Good | Very Good | Good | Good | 13000 | 94.0 |
September 1992 | Good | Very Good | Very Good | Good | 11900 | 90.0 |
August 1990 | Good | Very Good | Very Good | Good | 11900 | 95.0 |
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. | 525 | 408 | 83 | 34 | 0 |
Steel Protective Coating | sq. ft. | 5,031 | 4,045 | 0 | 754 | 232 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,864 | 3,736 | 113 | 15 | 0 |
Wearing Surfaces | sq. ft. | 3,336 | 3,336 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 85 | 35 | 47 | 3 | 0 |
Concrete Protective Coating | sq. ft. | 850 | 850 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 86 | 65 | 16 | 5 | 0 |
Bearings |
Movable Bearing | each | 6 | 2 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 11 | 1 | 0 | 0 |
Fixed Bearing | each | 6 | 0 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 11 | 1 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 220 | 187 | 33 | 0 | 0 |
Steel Protective Coating | sq. ft. | 220 | 195 | 22 | 0 | 3 |