RI 138 WB over NEWPORT SEC RR
Map
Coordinates:
+41.50158, -71.3184541°30'06" N, 71°19'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 138 WB over NEWPORT SEC RR |
Structure number: | 000000000009050 |
Location: | 0.3 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: | 85.0 ft. [25.9 m] |
Total length: | 90.6 ft. [27.6 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 61° |
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: | 13,000 [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: | 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 81.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $372,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Good | Fair | Fair | 13000 | 81.4 |
November 2016 | Fair | Good | Fair | Fair | 13000 | 81.4 |
February 2015 | Fair | Good | Fair | Fair | 13000 | 77.3 |
March 2013 | Fair | Good | Fair | Fair | 13000 | 76.1 |
March 2011 | Fair | Good | Fair | Fair | 13000 | 82.6 |
March 2009 | Fair | Good | Fair | Fair | 13000 | 82.8 |
February 2007 | Fair | Good | Fair | Fair | 12900 | 82.8 |
July 2004 | Fair | Very Good | Fair | Fair | 12900 | 80.8 |
October 2002 | Fair | Good | Fair | Fair | 12900 | 82.8 |
October 2000 | Fair | Good | Fair | Fair | 12900 | 82.8 |
July 1998 | Fair | Good | Fair | Fair | 12900 | 80.8 |
June 1994 | Fair | Very Good | Fair | Fair | 17700 | 79.4 |
June 1992 | Fair | Very Good | Satisfactory | Satisfactory | 2500 | 92.6 |
April 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 92.6 |
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. | 356 | 56 | 168 | 132 | 0 |
Steel Protective Coating | sq. ft. | 3,560 | 3,310 | 100 | 100 | 50 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,436 | 2,426 | 10 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,088 | 2,032 | 56 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 124 | 82 | 22 | 20 | 0 |
Joints |
Pourable Joint | linear ft. | 49 | 10 | 10 | 29 | 0 |
Bearings |
Movable Bearing | each | 4 | 0 | 0 | 4 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 0 | 0 | 8 |
Fixed Bearing | each | 4 | 0 | 3 | 1 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 0 | 4 | 4 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 220 | 210 | 10 | 0 | 0 |