RI 138 over THIRD ST
Map
Coordinates:
+41.50016, -71.3197341°30'01" N, 71°19'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 138 over THIRD ST |
Structure number: | 000000000009030 |
Location: | 0.5 Mi S of JCT RI 214 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 86.0 ft. [26.2 m] |
Total length: | 91.5 ft. [27.9 m] |
Roadway width between curbs: | 69.9 ft. [21.3 m] |
Deck width edge-to-edge: | 73.5 ft. [22.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 22° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 28,743 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 68.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,935,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Fair | Fair | 28743 | 68.0 |
December 2016 | Fair | Satisfactory | Fair | Fair | 28743 | 63.3 |
February 2015 | Fair | Satisfactory | Fair | Fair | 26700 | 63.3 |
February 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 26700 | 75.2 |
March 2011 | Fair | Good | Satisfactory | Satisfactory | 26700 | 75.3 |
March 2009 | Fair | Good | Satisfactory | Satisfactory | 26700 | 82.5 |
February 2007 | Fair | Good | Satisfactory | Satisfactory | 23000 | 82.5 |
July 2004 | Fair | Good | Satisfactory | Satisfactory | 23000 | 82.5 |
September 2002 | Fair | Satisfactory | Fair | Satisfactory | 23000 | 71.5 |
September 2000 | Fair | Good | Satisfactory | Satisfactory | 23000 | 82.5 |
July 1998 | Fair | Good | Fair | Satisfactory | 23000 | 71.5 |
June 1996 | Fair | Good | Satisfactory | Satisfactory | 17700 | 94.3 |
July 1994 | Fair | Good | Good | Satisfactory | 17700 | 89.4 |
June 1992 | Fair | Good | Good | Satisfactory | 17700 | 94.0 |
April 1990 | Fair | Good | Good | Satisfactory | 17700 | 94.0 |
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. | 876 | 816 | 40 | 20 | 0 |
Steel Protective Coating | sq. ft. | 10,512 | 9,712 | 400 | 200 | 200 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,722 | 6,501 | 151 | 70 | 0 |
Wearing Surfaces | sq. ft. | 5,488 | 3,585 | 1,300 | 603 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 161 | 86 | 55 | 20 | 0 |
Joints |
Pourable Joint | linear ft. | 130 | 81 | 48 | 1 | 0 |
Bearings |
Movable Bearing | each | 10 | 2 | 4 | 4 | 0 |
Steel Protective Coating | sq. ft. | 20 | 2 | 10 | 6 | 2 |
Fixed Bearing | each | 10 | 9 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20 | 2 | 12 | 4 | 2 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 183 | 159 | 20 | 4 | 0 |