HWY CUSHMAN RD over WATER ABBOTT RUN RIVER
Map
Coordinates:
+41.93274, -71.3695741°55'58" N, 71°22'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HWY CUSHMAN RD over WATER ABBOTT RUN RIVER |
Structure number: | N160033JTMUNNBI |
Location: | .6 MI E RHODE ISLAND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1886 |
Year reconstructed: | 1980 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,800 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 76.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,119,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 76.7 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 2000 | 81.8 |
November 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 3600 | 81.6 |
November 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 3600 | 81.6 |
November 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 3600 | 81.6 |
November 2008 | Fair | Good | Good | Satisfactory | 3000 | 81.7 |
November 2006 | Fair | Good | Good | Satisfactory | 3000 | 81.7 |
November 2004 | Fair | Good | Good | Satisfactory | 3000 | 81.7 |
November 2002 | Good | Good | Good | Good | 2200 | 80.8 |
November 2000 | Good | Good | Good | Good | 3000 | 80.7 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 254 | 84 | 170 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 931 | 931 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 931 | 928 | 3 | 0 | 0 |
Substructure |
Masonry Abutment | linear ft. | 176 | 0 | 132 | 44 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 86 | 86 | 0 | 0 | 0 |