RI 24 & RI 138 over SAKONNET RIVER
Map
Coordinates:
+41.63810, -71.2133541°38'17" N, 71°12'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RI 24 & RI 138 over SAKONNET RIVER |
Structure number: | 000000000002505 |
Location: | 0.1 Mi S of JCT RI 138 |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 400.0 ft. [121.9 m] |
Total length: | 2265.2 ft. [690.4 m] |
Roadway width between curbs: | 76.1 ft. [23.2 m] |
Deck width edge-to-edge: | 94.2 ft. [28.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Toll Authority [31] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 7 |
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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 40,000 [as of 2008] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 40000 | 83.0 |
August 2016 | Good | Good | Good | Good | 40000 | 83.0 |
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 Closed Web/Box Girder | linear ft. | 7,800 | 7,255 | 532 | 13 | 0 |
Steel Protective Coating | sq. ft. | 468,000 | 451,500 | 12,200 | 2,200 | 2,100 |
Prestressed Concrete Girder/Beam | linear ft. | 3,150 | 3,128 | 22 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 212,910 | 212,617 | 288 | 5 | 0 |
Wearing Surfaces | sq. ft. | 201,585 | 201,345 | 240 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 18 | 13 | 5 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 192 | 192 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 306 | 298 | 5 | 3 | 0 |
Steel Pile | each | 295 | 265 | 30 | 0 | 0 |
Steel Protective Coating | sq. ft. | 23,600 | 13,375 | 0 | 0 | 10,225 |
Reinforced Concrete Pier Cap | linear ft. | 690 | 566 | 124 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 189 | 99 | 90 | 0 | 0 |
Assembly with Seal | each | 178 | 31 | 135 | 12 | 0 |
Bearings |
Elastomeric Bearing | each | 60 | 60 | 0 | 0 | 0 |
Disk Bearing | each | 32 | 7 | 17 | 8 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 6,795 | 6,498 | 282 | 15 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |