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HWY LONGMDOW EXT over WATER TAUNTON RIVER

Map

Coordinates:
+41.90327, -71.07571
41°54'12" N, 71°04'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY LONGMDOW EXT over WATER TAUNTON RIVER
Structure number:T010603M2MUNNBI
Old structure number:TWN641022100 (from 1992 edition)
Location:.1 MI. S. OF RT. 44
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:86.9 ft. [26.5 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,336 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:78.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,138,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairGoodSatisfactoryGood2133678.3
October 2016FairGoodSatisfactoryGood2650078.4
October 2014FairGoodSatisfactoryGood2650078.4
October 2012FairGoodSatisfactoryGood2650078.4
October 2010FairGoodSatisfactoryGood2200079.2
October 2008GoodGoodGoodGood4050076.0
October 2006GoodGoodGoodGood2200079.2
October 2004GoodGoodGoodGood1320080.7
October 2002GoodGoodGoodGood2000080.5
October 2000GoodGoodGoodGood2000077.4
October 1998GoodGoodGoodGood1730077.9
March 1995FairSatisfactoryGoodGood1425070.3
March 1993FairSatisfactorySatisfactoryGood250080.5
March 1991GoodGoodVery GoodVery Good160080.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4081,30874260
Steel Protective Coatingsq. ft.13,85507,3834,9701,502
Deck
Reinforced Concrete Decksq. ft.10,34010,13620220
Wearing Surfacessq. ft.7,7446,91682080
Substructure
Reinforced Concrete Pier Walllinear ft.7777000
Reinforced Concrete Abutmentlinear ft.124124000
Reinforced Concrete Pier Caplinear ft.6262000
Joints
Compression Jointlinear ft.118018892
Bearings
Movable Bearingeach160970
Steel Protective Coatingsq. ft.40001030
Fixed Bearingeach86200
Steel Protective Coatingsq. ft.2001460
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.395392300