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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201580.7Not deficientGoodSatisfactorySatisfactory29700
June 201381.4Not deficientGoodSatisfactorySatisfactory27100
June 201181.4Not deficientGoodSatisfactorySatisfactory27100
September 200983.1Not deficientGoodSatisfactorySatisfactory23800
September 200793.2Not deficientGoodSatisfactorySatisfactory25700
September 200595.2Not deficientGoodSatisfactorySatisfactory25700
September 200383.8Not deficientGoodFairSatisfactory24800
September 200180.7Functionally obsoleteGoodFairSatisfactory25000
September 199979.9Functionally obsoleteGoodFairSatisfactory31700
September 199788.5Not deficientGoodVery GoodGood20400
September 199588.5Not deficientVery GoodVery GoodGood21000
September 199381.6Not deficientVery GoodVery GoodGood21000
September 199179.6Not deficientVery GoodVery GoodGood20300