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HWY BROOKSIDE RD over WATER HOUSATONIC RIVER

Map

Coordinates:
+42.17611, -73.35910
42°10'34" N, 73°21'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY BROOKSIDE RD over WATER HOUSATONIC RIVER
Structure number:G1100804KMUNNBI
Old structure number:TWN111006100 (from 1992 edition)
Location:E OF RT7 1.3M N OF SHFFLD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:142.7 ft. [43.5 m]
Total length:148.3 ft. [45.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1949
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,600 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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: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 conditions; field review indicates action is required. [4]
Sufficiency rating:50.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,645,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactoryFairGood160050.9
June 2015FairSatisfactoryFairGood160050.9
June 2013FairSatisfactoryFairGood10068.7
June 2011FairSatisfactoryFairGood10069.7
June 2009FairSatisfactoryGoodGood10065.6
June 2007FairSatisfactoryGoodGood10065.6
June 2005GoodGoodGoodGood10065.6
June 2003GoodGoodGoodGood10065.6
June 2001GoodGoodGoodGood10067.7
June 1999GoodGoodGoodGood10065.7
August 1995FairSatisfactorySatisfactoryGood18060.0
August 1993FairSatisfactorySatisfactorySatisfactory18052.5
September 1992FairGoodGoodFair18042.5
October 1988PoorGoodGoodPoor4043.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.740557170130
Steel Protective Coatingsq. ft.3,250602,6105800
Deck
Reinforced Concrete Decksq. ft.3,4042,72667800
Wearing Surfacessq. ft.2,97001,1381,8320
Superstructure
Steel Trusslinear ft.294029400
Steel Protective Coatingsq. ft.8,288008,2880
Steel Floor Beamlinear ft.21111462350
Steel Protective Coatingsq. ft.1,47201,2222500
Steel Gusset Plateeach6406400
Steel Protective Coatingsq. ft.832008320
Substructure
Reinforced Concrete Abutmentlinear ft.1801334070
Joints
Other Jointlinear ft.4016330
Bearings
Movable Bearingeach20020
Steel Protective Coatingsq. ft.4400440
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.3200320
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.298100162360
Steel Protective Coatingsq. ft.646006460