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RI 113 MAIN AV over AMTRAK

Map

Coordinates:
+41.71140, -71.44792
41°42'41" N, 71°26'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 113 MAIN AV over AMTRAK
Structure number:000000000000020
Location:1.0 Mi E of JCT I-95
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:78.4 ft. [23.9 m]
Total length:82.4 ft. [25.1 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:2006
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:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:34,118 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:91.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$10,820,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodSatisfactoryGood3411891.5
October 2015GoodGoodGoodGood3411888.0
October 2013GoodGoodGoodGood2840089.2
November 2011GoodGoodGoodGood2840087.2
November 2009GoodGoodGoodGood2840092.2
November 2007GoodVery GoodVery GoodVery Good2840092.2
February 2007GoodVery GoodVery GoodVery Good2840092.2
July 2001PoorPoorPoorPoor2400041.0
March 1999PoorPoorPoorPoor2400041.0
February 1997PoorPoorPoorPoor2030039.4
April 1995PoorPoorPoorPoor2030040.2
April 1993PoorPoorPoorPoor2030040.2
August 1991PoorPoorPoorPoor2030040.2

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.1,77185991020
Deck
Prestressed Concrete Top Flangesq. ft.6,3606,360000
Wearing Surfacessq. ft.5,2405,240000
Substructure
Reinforced Concrete Abutmentlinear ft.1651481700
Reinforced Concrete Pile Cap/Footinglinear ft.8383000
Joints
Pourable Jointlinear ft.1411291200
Bearings
Elastomeric Bearingeach44321200
Bridge Rail
Other Material Bridge Raillinear ft.2181803620