Share:

HWY 2W over BEAVER CREEK

Map

Coordinates:
+46.09891, -123.05791
46°05'56" N, 123°03'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY 2W over BEAVER CREEK
Structure number:00146A02W 05305
Location:7.0 MI W RAINIER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.9 ft. [15.2 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:State Highway Agency [01]
Year built:1968
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
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:9,200 [as of 2016]
Truck traffic:10% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:54.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory920054.6
November 2015FairSatisfactorySatisfactorySatisfactory910081.0
November 2013FairGoodSatisfactorySatisfactory850087.6
October 2011FairGoodSatisfactorySatisfactory850087.6
July 2010FairGoodSatisfactoryGood1010086.3
July 2008GoodGoodGoodGood1010086.3
July 2006GoodGoodGoodGood1020086.3
July 2004GoodGoodGoodGood1020087.3
July 2002GoodVery GoodVery GoodVery Good1000088.4
July 2000GoodVery GoodVery GoodVery Good970089.6
July 1998GoodVery GoodVery GoodVery Good970089.6
July 1996GoodVery GoodVery GoodVery Good1060089.0
July 1994GoodVery GoodVery GoodVery Good1060089.0
July 1992GoodVery GoodVery GoodVery Good1060089.0
July 1990GoodVery GoodVery GoodVery Good960089.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Decksq. ft.4,9784,2615551620
Wearing Surfacessq. ft.4,8404,840000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.91771220
Reinforced Concrete Pier Caplinear ft.9179480
Joints
Other Jointlinear ft.181181000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.22011011000