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HWY DIVISION ST over WATER HOUSATONIC RIVER

Map

Coordinates:
+42.23174, -73.35483
42°13'54" N, 73°21'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY DIVISION ST over WATER HOUSATONIC RIVER
Structure number:G1100204FMUNNBI
Old structure number:TWN111002100 (from 1992 edition)
Location:BTWN RTS41&183 S OF RSNDL
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:133.9 ft. [40.8 m]
Total length:142.4 ft. [43.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:5,400 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Sufficiency rating:29.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,335,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairPoorSatisfactory540029.8
July 2015FairFairFairGood540047.4
July 2013FairSatisfactoryFairGood540048.5
July 2011FairSatisfactorySatisfactoryGood480052.6
July 2009FairSatisfactorySatisfactoryGood480052.6
July 2007FairSatisfactorySatisfactoryGood480052.2
July 2005FairSatisfactoryGoodGood30057.5
July 2003FairSatisfactoryGoodGood30058.5
July 2001FairSatisfactoryGoodGood30058.8
July 1999FairSatisfactoryGoodGood30056.8
August 1995FairSatisfactoryGoodGood165057.1
August 1993FairSatisfactorySatisfactorySatisfactory165057.1
September 1992FairSatisfactoryGoodFair165046.9
October 1988FairSatisfactorySatisfactorySatisfactory4074.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.705051415041
Steel Protective Coatingsq. ft.3,087351,700818534
Deck
Reinforced Concrete Decksq. ft.3,2431,9188274980
Wearing Surfacessq. ft.2,8308497091,2720
Superstructure
Steel Trusslinear ft.2790223560
Steel Protective Coatingsq. ft.10,51208,4102,1020
Steel Floor Beamlinear ft.21601535013
Steel Protective Coatingsq. ft.1,4850805400280
Substructure
Reinforced Concrete Abutmentlinear ft.1441271160
Joints
Assembly without Seal Jointlinear ft.40030100
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.2000200
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.2002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.27601589820