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


+41.63979, -71.25788
41°38'23" N, 71°15'28" W


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:98.4 ft. [30.0 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 2018

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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactorySatisfactory1300049.0
November 2016FairSatisfactorySatisfactorySatisfactory1300049.0
November 2014FairSatisfactorySatisfactorySatisfactory1770056.0
November 2012FairSatisfactorySatisfactorySatisfactory1770056.0
October 2010FairSatisfactorySatisfactorySatisfactory1770054.3
November 2008PoorSatisfactorySeriousFair1770020.0
October 2006FairSatisfactoryFairSatisfactory2850045.3
October 2000PoorSatisfactoryPoorPoor1588539.0
October 1999PoorSatisfactorySeriousPoor1400022.0
April 1998FairGoodFairFair1588547.0
September 1995FairGoodFairFair1350047.0
December 1994PoorVery GoodPoorFair1350039.0
October 1992PoorVery GoodPoorFair1350034.9
September 1989FairVery GoodGoodFair1350044.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.5,3003,6151,3503350
Steel Protective Coatingsq. ft.102,115101,51506000
Steel Stringerlinear ft.34,00833,75532500
Steel Protective Coatingsq. ft.149,424142,8746,4001500
Steel Trusslinear ft.4,4162,9821,1043300
Steel Protective Coatingsq. ft.79,40353,19423,8218001,588
Steel Main Cablelinear ft.5,2972,1182,6495300
Steel Protective Coatingsq. ft.15,5606,0234,7684,7690
Steel Secondary Cableeach4564263000
Steel Protective Coatingsq. ft.8,0083,8834,0001250
Steel Floor Beamlinear ft.8,7238,2482252500
Steel Protective Coatingsq. ft.87,23064,68021,800500250
Steel Pin or Pin & Hangar Assemblyeach80620
Steel Protective Coatingsq. ft.84076553040
Steel Gusset Plateeach46830351870
Steel Protective Coatingsq. ft.11,73410,554340340500
Steel Columneach4200420
Steel Protective Coatingsq. ft.5,0404,540150150200
Reinforced Concrete Columneach54338130
Steel Column Tower/Trestlelinear ft.504315126630
Steel Protective Coatingsq. ft.16,67810,4241,7542,5002,000
Reinforced Concrete Pier Walllinear ft.110882020
Reinforced Concrete Abutmentlinear ft.7676000
Reinforced Concrete Pile Cap/Footinglinear ft.33629626140
Timber Pileeach20200
Reinforced Concrete Pier Caplinear ft.80404000
Concrete Filled Grid Decksq. ft.138,256130,2104,0234,0230
Wearing Surfacessq. ft.130,97765,29665,48911181
Steel Protective Coatingsq. ft.138,256129,5203453458,046
Compression Jointlinear ft.7564926014460
Assembly without Seal Jointlinear ft.108010800
Movable Bearingeach953730200230
Steel Protective Coatingsq. ft.3,6803,4307575100
Fixed Bearingeach3403400
Steel Protective Coatingsq. ft.522486101016
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.600600000
Steel Protective Coatingsq. ft.2,7002,700000