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RTE 5 over E CANADA CREEK

Map

Coordinates:
+43.00588, -74.74078
43°00'21" N, 74°44'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 5 over E CANADA CREEK
Structure number:000000001002460
Location:5.8 MI SW JCT RTS 5 & 167
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:149.9 ft. [45.7 m]
Total length:307.1 ft. [93.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1992
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,938 [as of 2018]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,963,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactoryFairFair293880.8
November 2016FairFairFairFair296979.8
October 2014FairFairFairFair301378.8
October 2012FairFairFairFair310078.8
August 2010FairFairFairFair274478.8
December 2008FairFairFairFair274478.8
September 2006FairSatisfactoryFairFair302579.8
September 2004FairFairFairSatisfactory314779.8
August 2002FairSatisfactoryFairSatisfactory280281.9
July 2000FairSatisfactoryFairSatisfactory280277.8
October 1998FairSatisfactoryFairSatisfactory280277.8
August 1996PoorFairPoorFair300062.6
October 1994PoorFairPoorFair323761.6
March 1992PoorSeriousPoorPoor324855.6
January 1992FairVery GoodFairSatisfactory323779.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.2,100600600300600
Steel Protective Coatingsq. ft.12,72212,40032200
Deck
Reinforced Concrete Decksq. ft.13,5089,8002,9008080
Wearing Surfacessq. ft.12,28012,280000
Superstructure
Steel Trusslinear ft.616184965547
Steel Protective Coatingsq. ft.2,9762,60037600
Steel Floor Beamlinear ft.5682002009870
Steel Protective Coatingsq. ft.5,6365,40023600
Steel Gusset Plateeach52187720
Steel Protective Coatingsq. ft.8648000064
Substructure
Reinforced Concrete Pier Walllinear ft.7676000
Reinforced Concrete Abutmentlinear ft.112961600
Joints
Pourable Jointlinear ft.120120000
Bearings
Movable Bearingeach44000
Steel Protective Coatingsq. ft.2016400
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.2016400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.616616000
Steel Protective Coatingsq. ft.1,1281,128000