RI 138 over NEWPORT SEC RR
Map
Coordinates:
+41.50080, -71.3181041°30'03" N, 71°19'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 138 over NEWPORT SEC RR |
Structure number: | 000000000009040 |
Location: | 0.4 Mi S of JCT RI 214 |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 108.9 ft. [33.2 m] |
Total length: | 154.9 ft. [47.2 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 65.9 ft. [20.1 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 33° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Year reconstructed: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,700 [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 desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,006,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Fair | Satisfactory | 26700 | 84.5 |
November 2016 | Fair | Satisfactory | Fair | Satisfactory | 26700 | 77.1 |
February 2015 | Fair | Satisfactory | Fair | Satisfactory | 26700 | 39.3 |
April 2013 | Fair | Satisfactory | Fair | Satisfactory | 26700 | 58.9 |
March 2011 | Poor | Good | Poor | Satisfactory | 26700 | 36.0 |
March 2009 | Poor | Good | Poor | Satisfactory | 26700 | 47.3 |
February 2007 | Poor | Good | Poor | Satisfactory | 12900 | 68.3 |
July 2004 | Poor | Good | Poor | Satisfactory | 12900 | 63.0 |
September 2002 | Poor | Satisfactory | Poor | Satisfactory | 12900 | 63.0 |
September 2000 | Fair | Satisfactory | Fair | Satisfactory | 12900 | 79.7 |
July 1998 | Fair | Good | Fair | Satisfactory | 12900 | 77.7 |
July 1996 | Poor | Good | Poor | Satisfactory | 17700 | 61.2 |
June 1994 | Poor | Good | Poor | Good | 17700 | 61.0 |
June 1992 | Good | Good | Good | Good | 4900 | 90.2 |
April 1990 | Good | Good | Good | Good | 4900 | 90.2 |
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. | 1,068 | 1,042 | 0 | 25 | 1 |
Steel Protective Coating | sq. ft. | 13,200 | 13,150 | 40 | 10 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,230 | 9,517 | 29 | 684 | 0 |
Wearing Surfaces | sq. ft. | 7,750 | 7,297 | 451 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 1 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 140 | 113 | 17 | 10 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 31 | 30 | 5 | 0 |
Joints |
Pourable Joint | linear ft. | 200 | 59 | 97 | 40 | 4 |
Assembly without Seal Joint | linear ft. | 16 | 2 | 4 | 10 | 0 |
Bearings |
Movable Bearing | each | 14 | 0 | 6 | 1 | 7 |
Steel Protective Coating | sq. ft. | 28 | 12 | 16 | 0 | 0 |
Fixed Bearing | each | 14 | 9 | 2 | 3 | 0 |
Steel Protective Coating | sq. ft. | 28 | 18 | 10 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 310 | 292 | 18 | 0 | 0 |