I 195 over COMB ST79 & TAUNTON RIV


+41.70360, -71.16025
41°42'13" N, 71°09'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 195 over COMB ST79 & TAUNTON RIV
Structure number:F020583TKDOTNBI
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:839.9 ft. [256.0 m]
Total length:5780.1 ft. [1761.7 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:101.4 ft. [30.9 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:134.5 ft. [41.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:82,596 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:21.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$282,004,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryFairSatisfactory8259621.0
September 2015PoorSatisfactoryPoorSatisfactory8160020.0
September 2013PoorSatisfactoryPoorSatisfactory8160020.0
September 2012PoorSatisfactoryPoorSatisfactory8160020.0
September 2011PoorSatisfactoryPoorSatisfactory8160046.0
September 2009PoorSatisfactoryPoorSatisfactory8160046.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.8,0206,3101,1006100
Steel Protective Coatingsq. ft.263,000263,000000
Steel Stringerlinear ft.87,14779,5475007,000100
Steel Protective Coatingsq. ft.610,200609,50007000
Reinforced Concrete Decksq. ft.579,000565,4505,3008,2500
Wearing Surfacessq. ft.555,900550,4005,0504500
Steel Trusslinear ft.3,2062,9561501000
Steel Protective Coatingsq. ft.152,300151,3008501500
Steel Floor Beamlinear ft.17,46514,5531,0121,600300
Steel Protective Coatingsq. ft.379,400372,4006,7003000
Steel Pin or Pin & Hangar Assemblyeach1010000
Steel Protective Coatingsq. ft.1,2001,08001200
Steel Gusset Plateeach37233032100
Steel Protective Coatingsq. ft.26,10026,00010000
Steel Columneach22000
Steel Protective Coatingsq. ft.130130000
Reinforced Concrete Columneach50143510
Reinforced Concrete Abutmentlinear ft.389269100200
Steel Pier Caplinear ft.3227500
Steel Protective Coatingsq. ft.2001750250
Reinforced Concrete Pier Caplinear ft.1,1214614901700
Strip Seal Jointlinear ft.332227020040
Compression Jointlinear ft.4,8002,9701,3804500
Assembly with Sealeach824424150100150
Movable Bearingeach4232820
Steel Protective Coatingsq. ft.1,3201,120701300
Fixed Bearingeach1812600
Steel Protective Coatingsq. ft.90065025000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.11,56011,360150500
Reinforced Concrete Bridge Raillinear ft.23,12017,0205,6005000