OR 213(HWY068) CO over HWY 2 & WB ON RAMP


+45.53449, -122.57895
45°32'04" N, 122°34'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 213(HWY068) CO over HWY 2 & WB ON RAMP
Structure number:07999C068 00243
Location:5.0 Mi. E OF HWY I-5
Purpose:Carries highway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.2 ft. [20.8 m]
Total length:377.6 ft. [115.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:28°
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:2
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,700 [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:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:19.2 tons [17.5 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Sufficiency rating:40.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,521,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201540.0FairGoodSatisfactorySatisfactoryFO25700
April 201340.0FairGoodSatisfactorySatisfactoryFO25500
August 201140.0FairGoodSatisfactorySatisfactoryFO25500
September 200970.6FairGoodGoodSatisfactoryFO26300
September 200770.7FairGoodGoodSatisfactoryFO25441
September 200573.7FairGoodGoodSatisfactoryFO25441
September 200373.8FairGoodGoodSatisfactoryFO24700
September 200194.1FairGoodGoodSatisfactoryFO19000
September 199994.1GoodVery GoodGoodGoodFO19000
September 199796.0GoodVery GoodGoodGoodFO19000
September 199596.0GoodVery GoodGoodGoodFO19000
September 199396.0GoodVery GoodGoodGood-19000
September 199194.0GoodVery GoodVery GoodVery Good-18400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.506506000
Prestressed Concrete Decksq. ft.5,0075,007000
Wearing Surfacessq. ft.4,2394,239000
Reinforced Concrete Top Flangesq. ft.4,2114,211000
Wearing Surfacessq. ft.3,6273,627000
Reinforced Concrete Columneach86200
Reinforced Concrete Abutmentlinear ft.1178015220
Reinforced Concrete Pier Caplinear ft.183177420
Other Jointlinear ft.277122138710
Elastomeric Bearingeach8484000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.715715000
Steel Protective Coatingsq. ft.786786000
Reinforced Concrete Slabsq. ft.4,347393603,8940
Wearing Surfacessq. ft.3,8643,864000