Share:

RI 114/103 CNTY RD over BARRINGTON RIVER

Map

Coordinates:
+41.73670, -71.29600
41°44'12" N, 71°17'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 114/103 CNTY RD over BARRINGTON RIVER
Structure number:000000000001230
Location:1.0 Mi W of JCT RI 136
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:64.0 ft. [19.5 m]
Total length:431.1 ft. [131.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:7
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:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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: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 desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:57.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,127,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairVery GoodVery GoodFair1999957.0
May 2015FairVery GoodVery GoodSatisfactory1999966.0
June 2013FairVery GoodVery GoodSatisfactory2600068.0
June 2011FairVery GoodVery GoodSatisfactory2600072.4
September 2009GoodVery GoodVery GoodGood2600072.4
October 2002Poor-PoorPoor2071638.1
January 2001Poor-PoorPoor2071638.1
September 1998Poor-PoorPoor2000038.5
August 1996Poor-PoorPoor1960045.4
October 1995Poor-PoorGood1030046.0
July 1994Poor-PoorGood1030046.0
July 1992Poor-PoorPoor1030046.0
June 1990PoorFairPoorPoor1030048.3

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.4,6864,48520100
Deck
Prestressed Concrete Top Flangesq. ft.17,04017,040000
Wearing Surfacessq. ft.12,93512,935000
Substructure
Reinforced Concrete Pier Walllinear ft.2882256210
Reinforced Concrete Abutmentlinear ft.9691230
Reinforced Concrete Pile Cap/Footinglinear ft.288028800
Steel Pileeach44000
Joints
Strip Seal Jointlinear ft.6060000
Compression Jointlinear ft.3535000
Bearings
Elastomeric Bearingeach182179210
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,5391,5142500
Steel Protective Coatingsq. ft.7,6957,6702500