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RTE 29 over EAST CANADA CREEK

Map

Coordinates:
+43.10548, -74.76963
43°06'20" N, 74°46'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 29 over EAST CANADA CREEK
Structure number:000000001051170
Location:01 MI E JCT RTS 167+29
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:181.8 ft. [55.4 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1981
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:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,642 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:55.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,166,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairFairFairFair164255.4
November 2016FairFairFairFair165755.3
August 2014FairSatisfactoryFairFair346646.9
August 2012FairSatisfactoryFairFair475045.8
July 2010FairSatisfactoryFairFair369646.2
October 2008FairSatisfactoryFairFair369646.2
November 2006FairFairFairSatisfactory380844.9
October 2004FairSatisfactoryFairSatisfactory160256.8
October 2002FairFairFairGood160255.7
September 2000FairSatisfactoryFairFair160252.6
November 1998FairFairFairFair171751.0
September 1996PoorSatisfactoryPoorFair169942.8
October 1994PoorFairPoorFair186839.4
September 1992PoorFairPoorFair140242.0
July 1990PoorFairPoorPoor140240.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,09062204680
Steel Protective Coatingsq. ft.6,1275,82103060
Deck
Reinforced Concrete Decksq. ft.4,73201,4223,3100
Superstructure
Steel Trusslinear ft.36323301300
Steel Protective Coatingsq. ft.9,0988,64404540
Steel Floor Beamlinear ft.2641890750
Steel Protective Coatingsq. ft.2,3192,20401150
Steel Gusset Plateeach32190130
Steel Protective Coatingsq. ft.6461030
Substructure
Reinforced Concrete Abutmentlinear ft.98080180
Reinforced Concrete Pile Cap/Footinglinear ft.3803800
Joints
Pourable Jointlinear ft.800282626
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.40400
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.368003680
Steel Protective Coatingsq. ft.1,68204211,2610