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HWY BEAVER ST over WATER BEAVER BROOK

Map

Coordinates:
+42.65998, -71.31880
42°39'36" N, 71°19'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY BEAVER ST over WATER BEAVER BROOK
Structure number:L150552D3MUNNBI
Old structure number:TWN426055100 (from 1992 edition)
Location:0.16 KM N. OF RT. 113
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:89.9 ft. [27.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:3,500 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:26.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,327,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorSatisfactorySeriousFair350026.9
June 2014PoorSatisfactorySeriousFair350026.9
June 2012PoorSatisfactorySeriousFair350037.3
June 2010PoorSatisfactoryPoorFair320053.1
June 2008PoorGoodPoorSatisfactory560050.3
June 2006FairGoodFairGood500069.0
May 2004FairGoodSatisfactoryGood500080.1
May 2002FairGoodSatisfactoryGood500080.1
May 2000PoorGoodPoorGood500052.5
May 1998FairGoodSatisfactoryGood496580.1
May 1994GoodGoodGoodGood330075.7
January 1992GoodGoodGoodGood330082.4
December 1988GoodGoodGoodGood200091.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.455103456040
Steel Protective Coatingsq. ft.5,91505501,4653,900
Steel Floor Beamlinear ft.57654001026
Steel Protective Coatingsq. ft.2,3042,16000144
Substructure
Reinforced Concrete Abutmentlinear ft.965517240
Deck
Open Grid Decksq. ft.2,21602,21501
Steel Protective Coatingsq. ft.4,4320004,432
Concrete Filled Grid Decksq. ft.364036400
Joints
Compression Jointlinear ft.7206750
Bearings
Elastomeric Bearingeach1000100
Steel Protective Coatingsq. ft.2000020
Wearing Surfacessq. ft.840392284200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.186181500