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HWY TITICUT ST over WATER TAUNTON RIVER

Map

Coordinates:
+41.93397, -70.95656
41°56'02" N, 70°57'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY TITICUT ST over WATER TAUNTON RIVER
Structure number:B2300442LMUNNBI
Old structure number:MUN794110100 (from 1992 edition)
Location:.1 MI NORTH OF PLYMOUTH S
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:88.6 ft. [27.0 m]
Total length:92.5 ft. [28.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:
Owner:Town or Township Highway Agency [03]
Year built:1850
Year reconstructed:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2017]
Truck traffic:13% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:79.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,717,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairGoodSatisfactorySatisfactory100079.1
July 2016FairGoodSatisfactorySatisfactory100080.1
July 2014FairGoodSatisfactorySatisfactory300066.3
August 2012FairGoodSatisfactorySatisfactory300066.3
August 2010FairGoodSatisfactorySatisfactory300066.3
August 2008FairGoodSatisfactorySatisfactory300066.3
August 2006PoorPoorSatisfactorySatisfactory300063.3
August 2004PoorPoorGoodSatisfactory50081.9
August 2002PoorPoorGoodSatisfactory150077.0
August 2000PoorPoorGoodSatisfactory150076.9
August 1998FairGoodGoodSatisfactory200079.9
April 1994FairGoodGoodSatisfactory130081.4
May 1992FairGoodGoodSatisfactory200081.3
May 1990FairGoodGoodSatisfactory200081.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.630062460
Steel Protective Coatingsq. ft.5,595005,51184
Deck
Reinforced Concrete Decksq. ft.3,5433,37816500
Wearing Surfacessq. ft.2,7722,772000
Substructure
Reinforced Concrete Abutmentlinear ft.1601481020
Masonry Abutmentlinear ft.36023130
Bearings
Movable Bearingeach70340
Steel Protective Coatingsq. ft.2102100
Fixed Bearingeach70700
Steel Protective Coatingsq. ft.2102100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1850130550
Steel Protective Coatingsq. ft.1,11000999111