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HWY ELEVENTH ST over WATER UTILITY CANAL

Map

Coordinates:
+42.60239, -72.56446
42°36'09" N, 72°33'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY ELEVENTH ST over WATER UTILITY CANAL
Structure number:M280170R4MUNNBI
Old structure number:TWN233017100 (from 1992 edition)
Location:1M S JCT RTS2&2A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:166.7 ft. [50.8 m]
Total length:201.5 ft. [61.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:Town or Township Highway Agency [03]
Year built:1915
Year reconstructed:1996
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,500 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:51.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,479,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodSatisfactoryFair250051.8
September 2016FairGoodSatisfactorySatisfactory250059.9
September 2014FairGoodSatisfactorySatisfactory250059.9
September 2012FairGoodSatisfactorySatisfactory250059.9
September 2010FairGoodSatisfactorySatisfactory250059.9
September 2008FairGoodSatisfactorySatisfactory250059.9
July 2006FairGoodGoodSatisfactory250059.8
July 2004FairGoodGoodSatisfactory250059.8
July 2002GoodVery GoodGoodGood51763.1
July 2000FairVery GoodGoodSatisfactory40065.1
July 1998GoodVery GoodGoodVery Good40067.1
December 1995Poor-CriticalSerious1031.0
December 1993PoorCriticalCriticalSerious150028.3
September 1992PoorSeriousCriticalSerious500024.3
July 1991PoorSeriousSeriousSerious448816.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,1981,1079100
Steel Protective Coatingsq. ft.4,6964,6049200
Deck
Reinforced Concrete Decksq. ft.5,2364,94129500
Wearing Surfacessq. ft.4,83304,83300
Superstructure
Steel Trusslinear ft.67553214300
Steel Protective Coatingsq. ft.14,60412,0002,60400
Steel Floor Beamlinear ft.3673006700
Steel Protective Coatingsq. ft.2,6312,26636500
Substructure
Reinforced Concrete Pier Walllinear ft.6005730
Reinforced Concrete Abutmentlinear ft.92722000
Bearings
Elastomeric Bearingeach88000
Steel Protective Coatingsq. ft.1616000
Enclosed/Concealed Bearingeach1212000
Fixed Bearingeach43001
Steel Protective Coatingsq. ft.40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.410041000
Steel Protective Coatingsq. ft.8007208000