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HWY TOWNSEND ST over WATER BAKER BROOK

Map

Coordinates:
+42.58950, -71.78129
42°35'22" N, 71°46'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY TOWNSEND ST over WATER BAKER BROOK
Structure number:F040261EPMUNNBI
Old structure number:1EPMUN387026100 (from 1992 edition)
Location:.3 MI N OF RTE 2A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:38.1 ft. [11.6 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:95.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$749,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood200095.1
February 2016GoodGoodGoodGood200095.1
February 2014GoodGoodGoodGood200095.1
February 2012GoodGoodVery GoodGood200095.1
February 2010GoodGoodVery GoodGood200095.1
February 2008GoodGoodVery GoodGood200094.1
February 2006GoodGoodVery GoodGood200095.1
February 2004GoodVery GoodVery GoodVery Good180095.1
February 2002GoodExcellentExcellentVery Good180095.1
April 2000PoorFairPoorGood763018.8
April 1999PoorFairPoorGood763018.8
April 1997PoorFairPoorGood230039.4
April 1995PoorFairPoorSatisfactory230039.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.200200000
Steel Protective Coatingsq. ft.1,3761,376000
Deck
Reinforced Concrete Decksq. ft.1,4401,4202000
Wearing Surfacessq. ft.1,4401,3885200
Substructure
Reinforced Concrete Abutmentlinear ft.9690600
Masonry Abutmentlinear ft.96811500
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8888000
Steel Protective Coatingsq. ft.1,0001,000000