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RI 116 MAIN ST over PAWTUXET RIVER

Map

Coordinates:
+41.73009, -71.56288
41°43'48" N, 71°33'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 116 MAIN ST over PAWTUXET RIVER
Structure number:000000000002560
Location:2.3 Mi S of JCT RI 12
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:89.9 ft. [27.4 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,510 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:71.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,271,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairSatisfactory551071.3
November 2016FairSatisfactoryFairSatisfactory551071.3
December 2014FairSatisfactorySatisfactorySatisfactory921978.7
December 2012FairSatisfactorySatisfactorySatisfactory921972.7
January 2011FairSatisfactorySatisfactorySatisfactory921991.0
January 2009FairSatisfactorySatisfactorySatisfactory921991.0
April 2007FairSatisfactorySatisfactoryFair921980.2
June 2004FairSatisfactorySatisfactoryFair921982.2
August 2002FairSatisfactorySatisfactoryFair921982.2
September 2000FairSatisfactorySatisfactoryFair921982.2
September 1998FairSatisfactorySatisfactoryFair890082.4
July 1996FairSatisfactorySatisfactoryFair890082.4
July 1994Fair-SatisfactoryFair350088.1
July 1992Fair-SatisfactoryFair340088.4
June 1990FairSatisfactorySatisfactoryFair340088.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.26722412310
Substructure
Reinforced Concrete Abutmentlinear ft.1164124510
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.19212054180
Deck
Reinforced Concrete Slabsq. ft.1,9681,87042560
Wearing Surfacessq. ft.3,9603,5471652480