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RI 114 over MT HP BY,N SEC RR,114 LP

Map

Coordinates:
+41.64271, -71.25957
41°38'34" N, 71°15'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RI 114 over MT HP BY,N SEC RR,114 LP
Structure number:000000000003000
Location:0.8 Mi S of JCT RI 138
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:1200.2 ft. [365.8 m]
Total length:4858.2 ft. [1480.7 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:99.1 ft. [30.2 m]
Owner:State Toll Authority [31]
Year built:1929
Year reconstructed:1985
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Suspension [13]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2015]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:28.8 tons [26.2 metric tons]
Inventory rating:22.1 tons [20.1 metric tons]
Sufficiency rating:49.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$13,500,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201649.0FairSatisfactorySatisfactorySatisfactoryFO13000
November 201456.0FairSatisfactorySatisfactorySatisfactoryFO17700
November 201256.0FairSatisfactorySatisfactorySatisfactoryFO17700
October 201054.3FairSatisfactorySatisfactorySatisfactoryFO17700
November 200820.0PoorSatisfactorySeriousFairSD17700
October 200645.3FairSatisfactoryFairSatisfactoryFO28500
October 200039.0PoorSatisfactoryPoorPoorSD15885
October 199922.0PoorSatisfactorySeriousPoorSD14000
April 199847.0FairGoodFairFairFO15885
September 199547.0FairGoodFairFairFO13500
December 199439.0PoorVery GoodPoorFairSD13500
October 199234.9PoorVery GoodPoorFairSD13500
September 198944.1FairVery GoodGoodFairFO13500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5,3003,4461,0498050
Steel Protective Coatingsq. ft.102,11598,13701,9891,989
Steel Stringerlinear ft.34,00832,1191,1707190
Steel Protective Coatingsq. ft.149,424142,75603,3343,334
Steel Trusslinear ft.4,4163,936194610
Steel Protective Coatingsq. ft.79,40365,8256,0354,5263,017
Steel Main Cablelinear ft.5,29605,29330
Steel Protective Coatingsq. ft.15,56020015,300600
Steel Secondary Cableeach114011400
Steel Protective Coatingsq. ft.8,00808,00800
Steel Floor Beamlinear ft.8,0366,2805591,1970
Steel Protective Coatingsq. ft.82,27082,270000
Steel Pin or Pin & Hangar Assemblyeach80620
Steel Protective Coatingsq. ft.84062921100
Steel Gusset Plateeach46835111700
Steel Protective Coatingsq. ft.11,73411,734000
Substructure
Reinforced Concrete Columneach5605510
Steel Column Tower/Trestlelinear ft.504202277250
Steel Protective Coatingsq. ft.16,6788,3387,5068340
Reinforced Concrete Pier Walllinear ft.268026350
Masonry Pier Walllinear ft.656065600
Reinforced Concrete Abutmentlinear ft.7607600
Reinforced Concrete Pier Caplinear ft.160160000
Deck
Corrugated or Orthotropic Decksq. ft.130,5450130,480650
Wearing Surfacessq. ft.130,5450130,502430
Joints
Compression Jointlinear ft.9241796911539
Assembly without Seal Jointlinear ft.1083645270
Bearings
Movable Bearingeach1690159100
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach3403400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.69246023200
Steel Protective Coatingsq. ft.3,0392,0201,01900