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RI 138 over WEST PASSAGE NARRA BAY

Map

Coordinates:
+41.52833, -71.40276
41°31'42" N, 71°24'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 138 over WEST PASSAGE NARRA BAY
Structure number:000000000008000
Location:2.0 Mi E of JCT US 1
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:636.2 ft. [193.9 m]
Total length:7353.4 ft. [2241.2 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:134.5 ft. [41.0 m]
Owner:State Toll Authority [31]
Year built:1992
Year reconstructed:2009
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:23
Main spans material:Prestressed concrete continuous [6]
Main spans design:Segmental box girder [21]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,533 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:83.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$184,006,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactorySatisfactory3353383.4
May 2015FairSatisfactorySatisfactorySatisfactory3353383.4
May 2013FairSatisfactorySatisfactorySatisfactory3000083.1
July 2011FairFairGoodSatisfactory3000082.1
May 2011FairSatisfactoryGoodSatisfactory3000083.1
May 2009FairFairGoodFair3000071.5
August 2006FairFairFairFair3000071.5
September 2001PoorPoorFairSatisfactory2873564.3
May 2000FairFairFairSatisfactory2873566.3
August 1999FairGoodSatisfactoryGood2873578.3
October 1993GoodGoodGoodGood1740096.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.21,41320,2681,108370
Deck
Reinforced Concrete Decksq. ft.177,822142,25835,56400
Wearing Surfacessq. ft.148,9860148,98600
Prestressed Concrete Top Flangesq. ft.456,010454,0101,99190
Wearing Surfacessq. ft.456,010453,9102,001990
Substructure
Reinforced Concrete Pier Walllinear ft.1,9661,1191976500
Reinforced Concrete Abutmentlinear ft.1521162880
Reinforced Concrete Pile Cap/Footinglinear ft.83047335250
Steel Pileeach328112200160
Steel Protective Coatingsq. ft.50,45050,4090041
Prestressed Concrete Pileeach2531324000
Reinforced Concrete Pier Caplinear ft.2,1072,02342420
Joints
Assembly with Sealeach59251306910
Assembly without Seal Jointlinear ft.2962712500
Bearings
Elastomeric Bearingeach52218484911
Pot Bearingeach48331320
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.14,70614,397182910
Steel Protective Coatingsq. ft.60,00042,5007,8756,5003,125