Share:

OLD HWY 30 over BEAVER CREEK

Map

Coordinates:
+46.11923, -123.16407
46°07'09" N, 123°09'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD HWY 30 over BEAVER CREEK
Structure number:03128A414700386
Location:005 MI S JCT FAS A751/752
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Owner:County Highway Agency [02]
Year built:1976
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:331 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:97.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodGoodGood33197.9
May 2015GoodVery GoodGoodGood33197.6
May 2013GoodVery GoodGoodGood33197.6
July 2011GoodVery GoodGoodGood33197.6
June 2009GoodVery GoodVery GoodGood33197.6
January 2009GoodVery GoodVery GoodGood33198.6
September 2006GoodVery GoodVery GoodGood31898.6
September 2004GoodVery GoodVery GoodGood31898.6
October 2002GoodVery GoodVery GoodGood30998.6
September 2000GoodVery GoodVery GoodGood30098.6
September 1998GoodVery GoodVery GoodGood30098.6
May 1996GoodVery GoodVery GoodGood30098.6
April 1994GoodVery GoodVery GoodGood30099.6
March 1992GoodVery GoodVery GoodVery Good30099.6
January 1990GoodGoodGoodVery Good24099.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Decksq. ft.3,7173,712500
Wearing Surfacessq. ft.3,7173,717000
Substructure
Reinforced Concrete Abutmentlinear ft.9898000
Prestressed Concrete Pileeach157800
Reinforced Concrete Pier Caplinear ft.3733400
Joints
Other Jointlinear ft.111011100
Bearings
Elastomeric Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.218217100