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HWY DONALD LYNCH over WATER ASSABET RIVER

Map

Coordinates:
+42.35327, -71.61569
42°21'12" N, 71°36'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY DONALD LYNCH over WATER ASSABET RIVER
Structure number:M06023AX4MUNNBI
Location:ENTRANCE TO SOL POND MALL
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:58.1 ft. [17.7 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:53.8 ft. [16.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:73.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,385,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryGoodSatisfactory3000073.6
May 2016FairSatisfactoryGoodSatisfactory3000073.6
May 2014FairSatisfactoryGoodSatisfactory3000073.6
May 2012FairSatisfactoryGoodGood3000073.6
May 2010GoodGoodGoodGood3000073.6
May 2008GoodGoodGoodGood3000073.6
May 2006GoodGoodGoodGood2912073.7
May 2004GoodGoodGoodGood2912073.7
May 2002GoodGoodGoodGood2300076.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.522522000
Steel Protective Coatingsq. ft.4,5723,962530800
Deck
Reinforced Concrete Decksq. ft.3,3003,300000
Wearing Surfacessq. ft.2,8802,1803983020
Substructure
Reinforced Concrete Abutmentlinear ft.100799120
Joints
Strip Seal Jointlinear ft.9696000
Bearings
Movable Bearingeach99000
Steel Protective Coatingsq. ft.2718630
Fixed Bearingeach99000
Steel Protective Coatingsq. ft.2718630
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.116853100