RI 138 MAIN RD over RI 24


+41.64103, -71.20426
41°38'28" N, 71°12'15" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 138 MAIN RD over RI 24
Structure number:000000000006480
Location:4.0 Mi N of JCT RI 114
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:149.3 ft. [45.5 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,255 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:96.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,434,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood1025596.0
May 2015GoodGoodVery GoodGood1025594.0
June 2013GoodGoodVery GoodGood910094.1
June 2011GoodVery GoodExcellentExcellent980079.5
June 2009GoodVery GoodExcellentExcellent980093.5
June 2007GoodExcellentExcellentExcellent980093.5
November 2004FairSatisfactoryFairSatisfactory991163.7
January 2003FairSatisfactoryFairSatisfactory991163.7
January 2001FairSatisfactoryFairSatisfactory991163.7
November 1998FairGoodSatisfactorySatisfactory950073.2
September 1996FairGoodSatisfactorySatisfactory990073.7
August 1994FairGoodGoodSatisfactory990076.0
October 1992FairSatisfactoryGoodSatisfactory770077.0
August 1990GoodVery GoodGoodGood770077.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.1,4921,4662600
Reinforced Concrete Decksq. ft.10,4449,0941,35000
Wearing Surfacessq. ft.8,6548,654000
Reinforced Concrete Columneach77000
Reinforced Concrete Abutmentlinear ft.22610412020
Reinforced Concrete Pier Caplinear ft.95593600
Pourable Jointlinear ft.1162943440
Elastomeric Bearingeach4040000
Bridge Rail
Other Material Bridge Raillinear ft.29814815000