OR 213 (HWY 068) over JOHNSON CREEK


+45.46371, -122.57904
45°27'49" N, 122°34'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 213 (HWY 068) over JOHNSON CREEK
Structure number:04566B068 00710
Location:3.1 MI N OF HWY 171
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1990
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,700 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:80.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201580.7FairGoodSatisfactorySatisfactory-29700
June 201381.4FairGoodSatisfactorySatisfactory-27100
June 201181.4FairGoodSatisfactorySatisfactory-27100
September 200983.1FairGoodSatisfactorySatisfactory-23800
September 200793.2FairGoodSatisfactorySatisfactory-25700
September 200595.2FairGoodSatisfactorySatisfactory-25700
September 200383.8FairGoodFairSatisfactory-24800
September 200180.7FairGoodFairSatisfactoryFO25000
September 199979.9FairGoodFairSatisfactoryFO31700
September 199788.5GoodGoodVery GoodGood-20400
September 199588.5GoodVery GoodVery GoodGood-21000
September 199381.6GoodVery GoodVery GoodGood-21000
September 199179.6GoodVery GoodVery GoodGood-20300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,12001,12000
Steel Protective Coatingsq. ft.18,6117,4499,3011,8610
Reinforced Concrete Decksq. ft.5,9665,62833800
Wearing Surfacessq. ft.4,8613,90196000
Reinforced Concrete Columneach2973190
Reinforced Concrete Abutmentlinear ft.2822404200
Reinforced Concrete Pier Caplinear ft.309304050
Other Jointlinear ft.207000207
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.160160000
Steel Protective Coatingsq. ft.1,3581,358000