RI 401 DIVISION ST over RI 4


+41.66294, -71.49035
41°39'47" N, 71°29'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 401 DIVISION ST over RI 4
Structure number:000000000007600
Location:0.5 Mi E of JCT RI 2
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:99.1 ft. [30.2 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:77.1 ft. [23.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,940 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:48.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$8,958,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairFair1394048.5
November 2015PoorFairSeriousFair139402.0
November 2013PoorFairSeriousFair255002.0
December 2011PoorFairPoorSatisfactory2550026.8
December 2009PoorFairPoorSatisfactory2550016.4
February 2008PoorFairPoorSatisfactory2550034.0
December 2005FairSatisfactoryFairSatisfactory2578848.0
June 2003PoorFairSeriousFair2578817.0
August 2001PoorFairSeriousFair2578817.0
July 1999PoorFairSeriousFair530019.6
May 1997PoorFairPoorFair530042.8
June 1995FairSatisfactoryFairSatisfactory950061.6
December 1993FairSatisfactoryFairSatisfactory950061.6
October 1991FairGoodSatisfactoryGood840073.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,00801,982260
Steel Protective Coatingsq. ft.22,0884,8887,5007,5002,200
Reinforced Concrete Decksq. ft.15,6623,7729,5522,3380
Wearing Surfacessq. ft.9,5059,505000
Reinforced Concrete Columneach44000
Concrete Protective Coatingsq. ft.384384000
Reinforced Concrete Abutmentlinear ft.155089660
Concrete Protective Coatingsq. ft.1,550001,5500
Reinforced Concrete Pier Caplinear ft.72515160
Concrete Protective Coatingsq. ft.360360000
Assembly without Seal Jointlinear ft.10402957
Movable Bearingeach2000200
Steel Protective Coatingsq. ft.4000040
Fixed Bearingeach1001000
Steel Protective Coatingsq. ft.20001010
Bridge Rail
Other Material Bridge Raillinear ft.404040400
Steel Protective Coatingsq. ft.80810800700