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RTE 18 over OAK ORCHARD CREEK

Map

Coordinates:
+43.35203, -78.19327
43°21'07" N, 78°11'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 18 over OAK ORCHARD CREEK
Structure number:000000001014720
Location:JCT RTE18+0AK ORCHARD CK
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:319.9 ft. [97.5 m]
Total length:324.2 ft. [98.8 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1998
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: December 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,151 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:12.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,118,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorFairPoorSatisfactory115112.6
November 2017PoorGoodPoorGood116038.6
November 2016PoorVery GoodPoorGood120044.9
August 2015PoorVery GoodPoorGood120044.3
October 2014PoorVery GoodPoorGood120043.0
October 2012FairVery GoodSatisfactoryGood132070.9
November 2010GoodVery GoodGoodGood131672.3
November 2008GoodVery GoodGoodGood131672.3
September 2006GoodVery GoodGoodGood92072.9
September 2004GoodVery GoodGoodGood77573.2
August 2002GoodVery GoodGoodVery Good77573.2
June 2000FairVery GoodSatisfactoryGood77569.1
November 1998GoodVery GoodGoodVery Good77568.5
May 1998PoorPoor-Fair7512.0
September 1996PoorPoorSeriousSerious7512.0
December 1995PoorPoorSeriousSerious9392.0
September 1994PoorPoorSeriousSerious21630.0
October 1993PoorPoorSeriousSerious9392.0
December 1992PoorPoorSeriousSerious9392.0
June 1991PoorPoorSeriousSerious9952.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,6001,20040000
Steel Protective Coatingsq. ft.8,80008,80000
Deck
Reinforced Concrete Decksq. ft.9,0168,094902200
Wearing Surfacessq. ft.8,05008,030200
Superstructure
Steel Trusslinear ft.64405048654
Steel Protective Coatingsq. ft.26,270020,3595,254657
Steel Floor Beamlinear ft.3773007700
Steel Protective Coatingsq. ft.3,48803,33810050
Steel Gusset Plateeach38024104
Steel Protective Coatingsq. ft.38024140
Substructure
Reinforced Concrete Abutmentlinear ft.70353500
Joints
Compression Jointlinear ft.2828000
Assembly with Sealeach2802710
Bearings
Pot Bearingeach40040
Steel Protective Coatingsq. ft.40004
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.644644000
Steel Protective Coatingsq. ft.3,9321,9661,96600