OR 213 (HWY 068) over UPRR AND LRT


+45.53359, -122.57897
45°32'01" N, 122°34'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:OR 213 (HWY 068) over UPRR AND LRT
Structure number:01994 068 00224
Location:5.0 MI E OF PORT CENTER
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:59.4 ft. [18.1 m]
Deck width edge-to-edge:117.1 ft. [35.7 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1954
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:26,500 [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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:91.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$594,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201591.4FairGoodSatisfactorySatisfactory-26500
July 201391.3FairGoodSatisfactorySatisfactory-26800
June 201160.4FairSatisfactorySatisfactorySatisfactoryFO26800
September 200949.0FairFairFairFairFO23400
September 200751.1FairFairFairFairFO27900
September 200551.1FairFairFairFairFO27900
September 200369.3FairFairFairFair-26800
September 200161.5FairSatisfactorySatisfactorySatisfactoryFO28400
September 199959.7FairSatisfactorySatisfactoryGoodFO27500
September 199778.8GoodGoodGoodGood-27500
September 199580.3GoodGoodGoodGood-18400
September 199380.9GoodGoodGoodGood-18400
September 199178.9GoodGoodGoodGood-17800