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