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FRONTAGE RD HWY 2W over TIDE CREEK (FRONTAGE RD)

Map

Coordinates:
+45.96039, -122.86780
45°57'37" N, 122°52'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRONTAGE RD HWY 2W over TIDE CREEK (FRONTAGE RD)
Structure number:00338 02WF03647
Location:10.0 MI SE RAINIER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Owner:State Highway Agency [01]
Year built:1920
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:51.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$461,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory830051.2
November 2015FairSatisfactorySatisfactorySatisfactory750051.2
November 2013FairSatisfactorySatisfactorySatisfactory710051.2
October 2011FairSatisfactorySatisfactorySatisfactory710051.2
July 2010FairSatisfactorySatisfactorySatisfactory710051.2
July 2008FairSatisfactorySatisfactorySatisfactory710051.2
July 2006FairSatisfactorySatisfactorySatisfactory2170.2
July 2004FairSatisfactorySatisfactorySatisfactory2170.0
July 2002FairSatisfactoryGoodGood2070.0
July 2000GoodGoodGoodGood2070.0
July 1998GoodGoodGoodVery Good2070.0
July 1996GoodGoodGoodVery Good2070.0
July 1994GoodGoodGoodVery Good2082.0
July 1992GoodGoodGoodVery Good2095.0
July 1990GoodGoodGoodVery Good2093.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.270265050
Deck
Reinforced Concrete Top Flangesq. ft.2,0252,015640
Wearing Surfacessq. ft.1,77001,77000
Substructure
Reinforced Concrete Columneach86200
Reinforced Concrete Abutmentlinear ft.69383100
Reinforced Concrete Pier Caplinear ft.3426080
Joints
Other Jointlinear ft.4500450
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1800162180