RI 138 EB over ADMIRAL KALBFUS RD
Map
Coordinates:
+41.50736, -71.3153641°30'27" N, 71°18'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 138 EB over ADMIRAL KALBFUS RD |
Structure number: | 000000000009080 |
Location: | 0.1 Mi E of JCT RI 214 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 118.8 ft. [36.2 m] |
Total length: | 124.3 ft. [37.9 m] |
Roadway width between curbs: | 97.1 ft. [29.6 m] |
Deck width edge-to-edge: | 105.6 ft. [32.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 30° |
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+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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,100 [as of 2008] |
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: | Superior to present desirable criteria [9] |
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: | 84.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,640,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Fair | Satisfactory | 14100 | 84.2 |
November 2016 | Fair | Satisfactory | Fair | Satisfactory | 14100 | 72.4 |
February 2015 | Fair | Satisfactory | Fair | Satisfactory | 14100 | 72.4 |
March 2013 | Fair | Satisfactory | Fair | Satisfactory | 14100 | 72.4 |
March 2011 | Fair | Good | Fair | Satisfactory | 14100 | 73.5 |
March 2009 | Fair | Good | Satisfactory | Satisfactory | 14100 | 96.7 |
February 2007 | Fair | Good | Satisfactory | Satisfactory | 12900 | 96.8 |
September 2004 | Fair | Good | Satisfactory | Satisfactory | 12900 | 96.8 |
October 2002 | Fair | Good | Satisfactory | Satisfactory | 12900 | 96.8 |
October 2000 | Fair | Good | Satisfactory | Satisfactory | 12900 | 96.8 |
August 1998 | Fair | Fair | Satisfactory | Good | 12900 | 93.7 |
June 1996 | Fair | Fair | Fair | Good | 17700 | 82.0 |
July 1994 | Fair | Good | Fair | Good | 17700 | 83.4 |
June 1992 | Fair | Good | Satisfactory | Good | 4000 | 91.6 |
April 1990 | Fair | Very Good | Satisfactory | Satisfactory | 4000 | 89.6 |
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. | 1,335 | 574 | 710 | 51 | 0 |
Steel Protective Coating | sq. ft. | 21,360 | 20,250 | 0 | 0 | 1,110 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,560 | 12,464 | 52 | 44 | 0 |
Wearing Surfaces | sq. ft. | 11,051 | 3,771 | 5,280 | 2,000 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 235 | 225 | 5 | 5 | 0 |
Joints |
Pourable Joint | linear ft. | 168 | 91 | 0 | 0 | 77 |
Assembly without Seal Joint | linear ft. | 55 | 45 | 10 | 0 | 0 |
Bearings |
Movable Bearing | each | 11 | 0 | 3 | 8 | 0 |
Steel Protective Coating | sq. ft. | 22 | 0 | 12 | 6 | 4 |
Fixed Bearing | each | 11 | 0 | 9 | 2 | 0 |
Steel Protective Coating | sq. ft. | 22 | 0 | 8 | 12 | 2 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 122 | 61 | 61 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 244 | 242 | 0 | 2 | 0 |