OR 22 (HWY 32) over Agency Creek


+45.08001, -123.61524
45°04'48" N, 123°36'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 22 (HWY 32) over Agency Creek
Structure number:01396 032 02185
Location:030 MI NW VALLEY JCT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:44.9 ft. [13.7 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2017]
Truck traffic:18% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:57.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$415,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory210057.9
January 2018FairSatisfactorySatisfactorySatisfactory210057.9
September 2016FairSatisfactorySatisfactorySatisfactory240056.8
September 2014FairSatisfactorySatisfactorySatisfactory300054.6
September 2012FairSatisfactorySatisfactorySatisfactory300054.6
October 2010FairSatisfactorySatisfactorySatisfactory250056.5
September 2008FairSatisfactorySatisfactorySatisfactory250056.5
October 2006FairSatisfactorySatisfactorySatisfactory220049.8
September 2004FairGoodSatisfactorySatisfactory180052.9
October 2002FairGoodSatisfactoryGood180052.9
October 2000GoodGoodGoodGood210049.5
October 1998GoodGoodGoodGood210049.5
October 1996GoodGoodVery GoodVery Good190052.2
April 1995GoodGoodVery GoodVery Good190052.3
April 1993GoodGoodVery GoodVery Good190052.3
April 1991GoodGoodVery GoodVery Good180049.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.324310590
Reinforced Concrete Top Flangesq. ft.2,7002,61462240
Wearing Surfacessq. ft.1,9441,944000
Reinforced Concrete Columneach129300
Reinforced Concrete Abutmentlinear ft.6765200
Reinforced Concrete Pier Caplinear ft.6767000
Other Jointlinear ft.4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.174839010