RI 24 SB over FREEBORN ST
Map
Coordinates:
+41.60418, -71.2563341°36'15" N, 71°15'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 24 SB over FREEBORN ST |
Structure number: | 000000000006462 |
Location: | 0.4 Mi N of JCT RI 114 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 117.1 ft. [35.7 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 17° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1991 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
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: | 19,516 [as of 2008] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
Underclearances 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: | 86.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,533,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Fair | Satisfactory | 19516 | 86.0 |
March 2017 | Fair | Good | Fair | Satisfactory | 19516 | 86.0 |
April 2015 | Fair | Good | Satisfactory | Satisfactory | 19516 | 98.0 |
April 2013 | Fair | Good | Satisfactory | Satisfactory | 18100 | 98.0 |
April 2011 | Fair | Good | Satisfactory | Satisfactory | 18100 | 93.7 |
May 2009 | Fair | Good | Satisfactory | Satisfactory | 18100 | 93.7 |
May 2007 | Fair | Good | Satisfactory | Satisfactory | 18100 | 94.7 |
November 2004 | Fair | Good | Satisfactory | Satisfactory | 10000 | 96.6 |
February 2003 | Fair | Good | Satisfactory | Satisfactory | 10000 | 96.6 |
February 2001 | Fair | Good | Satisfactory | Satisfactory | 10000 | 96.6 |
November 1998 | Fair | Good | Satisfactory | Satisfactory | 10000 | 96.6 |
September 1996 | Fair | Good | Satisfactory | Satisfactory | 12300 | 96.8 |
September 1994 | Good | Good | Good | Good | 12300 | 95.1 |
October 1992 | Good | Good | Good | Good | 11750 | 96.0 |
July 1990 | Good | Good | Very Good | Good | 11750 | 96.0 |
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. | 696 | 652 | 0 | 44 | 0 |
Steel Protective Coating | sq. ft. | 6,264 | 5,742 | 0 | 0 | 522 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,111 | 5,020 | 90 | 1 | 0 |
Wearing Surfaces | sq. ft. | 4,685 | 4,174 | 511 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 950 | 500 | 300 | 100 | 50 |
Substructure |
Reinforced Concrete Column | each | 6 | 3 | 2 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 900 | 900 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 92 | 66 | 22 | 4 | 0 |
Concrete Protective Coating | sq. ft. | 400 | 200 | 130 | 50 | 20 |
Reinforced Concrete Pier Cap | linear ft. | 89 | 34 | 53 | 2 | 0 |
Joints |
Strip Seal Joint | linear ft. | 92 | 0 | 20 | 72 | 0 |
Bearings |
Movable Bearing | each | 18 | 0 | 11 | 7 | 0 |
Steel Protective Coating | sq. ft. | 36 | 0 | 0 | 0 | 36 |
Fixed Bearing | each | 18 | 0 | 12 | 6 | 0 |
Steel Protective Coating | sq. ft. | 36 | 0 | 0 | 0 | 36 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 234 | 173 | 60 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 702 | 402 | 200 | 75 | 25 |