OR 213 (HWY 068) over HWY 2


+45.53335, -122.57897
45°32'00" N, 122°34'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 213 (HWY 068) over HWY 2
Structure number:07031A068 00225
Location:5.0 MI E PORTLAND CC
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.4 ft. [18.4 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:104.7 ft. [31.9 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:81.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,684,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201581.6FairSatisfactoryGoodSatisfactoryFO26500
July 201381.9FairSatisfactoryGoodSatisfactoryFO23400
June 201180.9FairSatisfactoryGoodGoodFO23400
September 200980.9FairGoodGoodSatisfactoryFO23400
September 200783.4FairGoodGoodSatisfactoryFO27900
September 200583.4FairGoodGoodSatisfactoryFO27900
September 200383.2FairGoodGoodSatisfactoryFO26800
September 200193.2FairGoodGoodSatisfactoryFO28400
September 199990.3GoodVery GoodGoodGoodFO27200
September 199790.3GoodVery GoodGoodGoodFO27200
September 199591.6GoodVery GoodGoodGoodFO18400
September 199391.6GoodVery GoodGoodGood-18400
September 199190.6GoodVery GoodVery GoodGood-17800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Decksq. ft.15,40215,401010
Wearing Surfacessq. ft.12,5531,40711,1022816
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.117110610
Reinforced Concrete Pier Caplinear ft.2232071600
Other Jointlinear ft.393000393
Elastomeric Bearingeach300300000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.174174000
Steel Protective Coatingsq. ft.523523000
Reinforced Concrete Bridge Raillinear ft.248248000
Reinforced Concrete Slabsq. ft.3,5683,568000