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RI 402 FRNCHTWN RD over HUNT RIVER

Map

Coordinates:
+41.62867, -71.47991
41°37'43" N, 71°28'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 402 FRNCHTWN RD over HUNT RIVER
Structure number:000000000003350
Location:0.4 Mi E of JCT RI 4
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:52.5 ft. [16.0 m]
Total length:55.8 ft. [17.0 m]
Roadway width between curbs:71.5 ft. [21.8 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,528 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$727,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodVery GoodGoodVery Good1152899.5
July 2015GoodVery GoodGoodVery Good1152899.5
July 2013GoodVery GoodGoodVery Good1710098.4
July 2011GoodVery GoodVery GoodVery Good1710090.9
September 2009GoodVery GoodVery GoodVery Good1710091.6
February 2008PoorSatisfactoryPoorSatisfactory1880059.7
November 2005FairSatisfactoryFairSatisfactory1881077.9
June 2003FairFairFairSatisfactory1881079.8
August 2001FairFairFairSatisfactory1881077.8
July 1999FairSatisfactoryFairSatisfactory1700079.7
May 1997FairSatisfactoryFairSatisfactory1700079.4
July 1995FairSatisfactorySatisfactorySatisfactory1020096.2
April 1993FairSatisfactorySatisfactorySatisfactory1020096.2
May 1991FairSatisfactorySatisfactoryGood950096.6

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.1,4641,4046000
Deck
Reinforced Concrete Decksq. ft.4,4974,4475000
Substructure
Reinforced Concrete Abutmentlinear ft.190189010
Joints
Pourable Jointlinear ft.1901702000
Bearings
Enclosed/Concealed Bearingeach5454000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.112108400
Steel Protective Coatingsq. ft.5605100050