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RI 114/103 CNTY RD over WARREN RIVER

Map

Coordinates:
+41.73743, -71.28932
41°44'15" N, 71°17'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 114/103 CNTY RD over WARREN RIVER
Structure number:000000000001240
Location:0.1 Mi E of Barrington Rv
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:65.6 ft. [20.0 m]
Total length:268.1 ft. [81.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Owner:State Highway Agency [01]
Year built:1914
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,999 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$11,681,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodGoodSatisfactory1999971.3
May 2015FairGoodGoodSatisfactory1999969.3
June 2013FairGoodGoodSatisfactory1990068.0
June 2011FairGoodGoodSatisfactory2330065.0
June 2009GoodGoodGoodGood2330064.1
October 2002Poor-FairPoor1892136.9
January 2001Poor-FairPoor1892135.9
September 1998Poor-FairPoor1850035.9
August 1996Poor-FairPoor2180036.9
October 1995Poor-FairPoor1030036.9
July 1994Poor-FairPoor1030036.9
August 1992Poor-FairPoor1700036.9
July 1990PoorSatisfactoryFairPoor1700035.1

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.2,8942,8296500
Deck
Prestressed Concrete Top Flangesq. ft.10,52010,520000
Wearing Surfacessq. ft.8,0468,046000
Substructure
Reinforced Concrete Pier Walllinear ft.1432012300
Reinforced Concrete Abutmentlinear ft.95474710
Reinforced Concrete Pile Cap/Footinglinear ft.150150000
Joints
Strip Seal Jointlinear ft.6006000
Compression Jointlinear ft.3535000
Bearings
Elastomeric Bearingeach104100400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,1511,143800
Steel Protective Coatingsq. ft.5,7555,755000