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HWY MILL ST over WATER BAKER BROOK

Map

Coordinates:
+42.55508, -71.99480
42°33'18" N, 71°59'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY MILL ST over WATER BAKER BROOK
Structure number:G01019ADYMUNNBI
Old structure number:ADYTWN317005100 (from 1992 edition)
Location:0.2 MI SW OF ROUTE 68
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.7 ft. [12.7 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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 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:93.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$613,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactorySatisfactoryGood25093.5
December 2016FairSatisfactorySatisfactoryGood25093.5
December 2014FairSatisfactorySatisfactoryGood25093.5
December 2012GoodGoodGoodGood25093.5
December 2010GoodGoodGoodGood25093.5
December 2008GoodVery GoodVery GoodGood25093.5
December 2006GoodVery GoodVery GoodGood25094.5
December 2004GoodVery GoodVery GoodVery Good25094.5
December 2002GoodVery GoodVery GoodVery Good25094.5
December 2000GoodVery GoodVery GoodVery Good25094.5
December 1998GoodExcellentExcellentExcellent25094.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.427427000
Deck
Prestressed Concrete Top Flangesq. ft.1,0201,020000
Wearing Surfacessq. ft.1,0209408000
Substructure
Reinforced Concrete Abutmentlinear ft.8888000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.123012300