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RI 138 over WEST PASSAGE NARRA BAY

Map

Coordinates:
+41.53025, -71.41534
41°31'49" N, 71°24'55" 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:134.8 ft. [41.1 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 2015

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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201583.4FairSatisfactorySatisfactorySatisfactory-33533
May 201383.1FairSatisfactorySatisfactorySatisfactory-30000
July 201182.1FairFairGoodSatisfactory-30000
May 201183.1FairSatisfactoryGoodSatisfactory-30000
May 200971.5FairFairGoodFair-30000
August 200671.5FairFairFairFair-30000
September 200164.3PoorPoorFairSatisfactorySD28735
May 200066.3FairFairFairSatisfactory-28735
August 199978.3FairGoodSatisfactoryGood-28735
October 199396.7GoodGoodGoodGood-17400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.21,41320,1071,285210
Deck
Reinforced Concrete Decksq. ft.177,822145,12232,70000
Wearing Surfacessq. ft.148,9860148,98600
Substructure
Steel Columneach3283071380
Steel Protective Coatingsq. ft.100,000100,000000
Prestressed Concrete Columneach25214910300
Reinforced Concrete Pier Walllinear ft.1,9661,1011976680
Reinforced Concrete Abutmentlinear ft.152885950
Reinforced Concrete Pile Cap/Footinglinear ft.662333100
Reinforced Concrete Pier Caplinear ft.2,1072,02342420
Joints
Assembly with Sealeach5925190730
Assembly without Seal Jointlinear ft.29614814800
Bearings
Elastomeric Bearingeach52248526011
Pot Bearingeach48331320
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.14,6361,89412,1695730
Steel Protective Coatingsq. ft.60,00060,000000