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HWY CUSHMAN RD over WATER ABBOTT RUN RIVER

Map

Coordinates:
+41.93274, -71.36957
41°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory280076.7
November 2016FairSatisfactorySatisfactorySatisfactory200081.8
November 2014FairSatisfactorySatisfactorySatisfactory360081.6
November 2012FairSatisfactorySatisfactorySatisfactory360081.6
November 2010FairSatisfactorySatisfactorySatisfactory360081.6
November 2008FairGoodGoodSatisfactory300081.7
November 2006FairGoodGoodSatisfactory300081.7
November 2004FairGoodGoodSatisfactory300081.7
November 2002GoodGoodGoodGood220080.8
November 2000GoodGoodGoodGood300080.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2548417000
Deck
Prestressed Concrete Top Flangesq. ft.931931000
Wearing Surfacessq. ft.931928300
Substructure
Masonry Abutmentlinear ft.1760132440
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Other Material Bridge Raillinear ft.8686000