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I-195 EB over SEEKONK RVR & STS

Map

Coordinates:
+41.81901, -71.38682
41°49'08" N, 71°23'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-195 EB over SEEKONK RVR & STS
Structure number:000000000002000
Location:1.0 Mi E of JCT I-95&195
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:160.4 ft. [48.9 m]
Total length:1671.0 ft. [509.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:2008
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:14
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:Fair
Status:Open, no restriction [A]
Average daily traffic:170,767 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:79.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$124,317,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodGoodSatisfactory17076779.1
July 2015FairVery GoodVery GoodSatisfactory17076779.1
August 2013FairVery GoodVery GoodSatisfactory7210079.1
August 2011GoodVery GoodVery GoodGood7210079.1
August 2009GoodVery GoodVery GoodGood7210075.8
April 2003PoorFairPoorPoor9840050.2
August 1999PoorFairPoorFair9193552.2
April 1997PoorFairPoorFair5000052.2
March 1995PoorFairPoorFair5500052.2
June 1993PoorFairPoorFair5500053.0
June 1991PoorFairPoorFair5500053.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.16,67416,6442460
Steel Protective Coatingsq. ft.251,200246,2005,00000
Deck
Reinforced Concrete Decksq. ft.119,4941119,49300
Substructure
Reinforced Concrete Columneach3939000
Reinforced Concrete Pier Walllinear ft.58729329220
Reinforced Concrete Abutmentlinear ft.171168300
Reinforced Concrete Pile Cap/Footinglinear ft.218216200
Steel Pileeach66000
Reinforced Concrete Pier Caplinear ft.9209091100
Joints
Strip Seal Jointlinear ft.68023450
Pourable Jointlinear ft.161161000
Assembly with Sealeach2200178042
Bearings
Other Bearingeach1726199120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,3183,317010