RI 24 SB over BOYDS LANE
Map
Coordinates:
+41.62856, -71.2441241°37'43" N, 71°14'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 24 SB over BOYDS LANE |
Structure number: | 000000000006422 |
Location: | 2.0 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: | 66.9 ft. [20.4 m] |
Total length: | 146.0 ft. [44.5 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 21° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1989 |
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 continuous [4] |
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 2007] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 82.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,771,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Fair | Good | 19516 | 82.5 |
May 2017 | Fair | Good | Fair | Good | 19516 | 82.5 |
May 2015 | Fair | Good | Fair | Fair | 19516 | 83.0 |
May 2013 | Fair | Good | Fair | Fair | 15000 | 83.0 |
May 2011 | Fair | Good | Satisfactory | Fair | 15000 | 79.7 |
May 2009 | Fair | Good | Satisfactory | Fair | 15000 | 81.9 |
May 2007 | Fair | Good | Satisfactory | Fair | 15000 | 82.9 |
October 2004 | Fair | Good | Satisfactory | Fair | 5000 | 85.6 |
January 2003 | Fair | Good | Satisfactory | Fair | 5000 | 85.6 |
February 2001 | Fair | Good | Satisfactory | Fair | 5000 | 85.6 |
October 1998 | Fair | Good | Satisfactory | Fair | 5000 | 85.6 |
September 1996 | Fair | Good | Satisfactory | Fair | 13000 | 85.6 |
September 1994 | Fair | Very Good | Satisfactory | Fair | 13000 | 83.8 |
October 1992 | Fair | Very Good | Satisfactory | Satisfactory | 11750 | 96.0 |
August 1990 | Good | Very Good | Good | Very 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. | 846 | 402 | 430 | 14 | 0 |
Steel Protective Coating | sq. ft. | 7,614 | 7,114 | 0 | 375 | 125 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,424 | 6,370 | 51 | 3 | 0 |
Wearing Surfaces | sq. ft. | 5,840 | 5,840 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 705 | 693 | 0 | 0 | 12 |
Substructure |
Reinforced Concrete Column | each | 6 | 1 | 4 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 460 | 460 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 92 | 89 | 1 | 2 | 0 |
Concrete Protective Coating | sq. ft. | 400 | 400 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 89 | 83 | 3 | 3 | 0 |
Concrete Protective Coating | sq. ft. | 1,110 | 1,110 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 80 | 9 | 20 | 51 | 0 |
Bearings |
Movable Bearing | each | 18 | 0 | 15 | 3 | 0 |
Steel Protective Coating | sq. ft. | 36 | 0 | 12 | 18 | 6 |
Fixed Bearing | each | 6 | 0 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 10 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 352 | 0 | 352 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,112 | 0 | 512 | 0 | 1,600 |