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HWY 2W over TIDE CREEK

Map

Coordinates:
+45.96025, -122.86804
45°57'37" N, 122°52'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY 2W over TIDE CREEK
Structure number:00338A02W 03647
Location:10.0 MI NW ST HELENS
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:222.1 ft. [67.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,300 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:41.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,137,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory830041.6
November 2015FairSatisfactorySatisfactorySatisfactory750041.6
November 2013FairSatisfactorySatisfactorySatisfactory710041.6
October 2011FairSatisfactorySatisfactorySatisfactory710041.6
July 2010FairSatisfactorySatisfactorySatisfactory710065.3
July 2008FairSatisfactorySatisfactorySatisfactory710065.3
July 2006FairGoodSatisfactorySatisfactory780065.3
July 2004FairGoodFairFair780052.5
July 2002FairGoodSatisfactorySatisfactory770066.1
July 2000GoodGoodGoodGood730066.7
July 1998GoodGoodGoodGood730066.7
July 1996GoodGoodGoodGood530069.8
July 1994GoodGoodGoodGood530074.5
July 1992GoodGoodGoodGood530073.5
July 1990GoodGoodGoodGood620072.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.92847944630
Deck
Reinforced Concrete Top Flangesq. ft.7,7337,35837500
Wearing Surfacessq. ft.6,6606,660000
Substructure
Reinforced Concrete Columneach64020
Reinforced Concrete Abutmentlinear ft.7063700
Reinforced Concrete Pier Caplinear ft.9999000
Joints
Other Jointlinear ft.104104000
Bearings
Movable Bearingeach40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4444242000
Steel Protective Coatingsq. ft.2,7532,753000
Reinforced Concrete Bridge Raillinear ft.444444000