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RI 138 EASTBOUND over N MAIN RD & JAMESTOWN BK

Map

Coordinates:
+41.52613, -71.37487
41°31'34" N, 71°22'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 138 EASTBOUND over N MAIN RD & JAMESTOWN BK
Structure number:000000000009020
Location:3.8 Mi E of Jct US 1
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:118.1 ft. [36.0 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Toll Authority [31]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,800 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:83.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodFairGood1380083.0
May 2016FairGoodFairGood1380083.0
June 2014FairGoodFairGood1370080.6
June 2012FairGoodFairGood1370080.6
June 2010FairGoodSatisfactoryGood1370092.0
June 2008GoodGoodGoodGood1370095.0
June 2006GoodGoodGoodGood750095.9
January 2004GoodGoodGoodGood750097.9
February 2002FairGoodSatisfactoryGood750097.9
December 1999GoodVery GoodVery GoodGood750095.9
September 1997GoodVery GoodVery GoodGood750095.9
November 1995GoodVery GoodVery GoodVery Good1740095.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.85378745210
Deck
Reinforced Concrete Decksq. ft.5,1265,1012500
Wearing Surfacessq. ft.4,5974,597000
Substructure
Reinforced Concrete Abutmentlinear ft.102901200
Joints
Pourable Jointlinear ft.3838000
Compression Jointlinear ft.3803800
Bearings
Elastomeric Bearingeach1410400
Bridge Rail
Other Material Bridge Raillinear ft.2482262200