RI 402 FRNCHTWN RD over Ramp 4E to RI 402,RI 4


+41.62797, -71.48717
41°37'41" N, 71°29'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 402 FRNCHTWN RD over Ramp 4E to RI 402,RI 4
Structure number:000000000007630
Location:0.5 Mi E of JCT RI 2
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:120.1 ft. [36.6 m]
Total length:362.9 ft. [110.6 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:13,423 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:44.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$8,481,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairFairPoor1342344.4
July 2015PoorFairFairPoor1342325.8
July 2013FairFairFairSatisfactory1670044.4
July 2011FairFairFairGood1670072.0
September 2009FairSatisfactoryFairGood1670075.4
February 2008PoorSatisfactoryPoorFair1620056.4
January 2006PoorSatisfactoryPoorFair1881054.9
July 2003PoorSatisfactorySeriousFair1881037.0
September 2001PoorSatisfactorySeriousFair1881037.0
August 1999PoorSatisfactorySeriousFair1110042.4
May 1997PoorGoodPoorSatisfactory1110062.4
June 1995PoorGoodPoorSatisfactory1020065.8
November 1993PoorSatisfactoryPoorFair1020065.8
December 1991PoorSatisfactoryPoorFair1020067.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,6192,2395008800
Steel Protective Coatingsq. ft.43,42810,928032,5000
Reinforced Concrete Decksq. ft.29,21326,9191,7685260
Reinforced Concrete Columneach82420
Reinforced Concrete Abutmentlinear ft.183018210
Reinforced Concrete Pier Caplinear ft.1554287260
Pourable Jointlinear ft.150015000
Elastomeric Bearingeach2017300
Movable Bearingeach2018200
Steel Protective Coatingsq. ft.500500000
Bridge Rail
Other Material Bridge Raillinear ft.7266567000