OR 213(HWY068) CO over HWY 68


+45.53454, -122.57793
45°32'04" N, 122°34'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 213(HWY068) CO over HWY 68
Structure number:07999 068 00226
Location:1.7 MI S PORTLAND N C LMT
Purpose:Carries highway overpass over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:76.8 ft. [23.4 m]
Total length:351.7 ft. [107.2 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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:26,500 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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: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:18.9 tons [17.2 metric tons]
Inventory rating:14.6 tons [13.3 metric tons]
Sufficiency rating:61.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,816,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201561.8FairSatisfactorySatisfactorySatisfactoryFO26500
June 201361.8FairSatisfactorySatisfactorySatisfactoryFO26800
June 201193.0FairSatisfactorySatisfactorySatisfactoryFO26800
September 200993.0FairSatisfactorySatisfactorySatisfactoryFO23400
September 200794.0FairGoodSatisfactorySatisfactoryFO24638
September 200596.0FairGoodSatisfactorySatisfactoryFO24638
September 200396.0FairGoodSatisfactoryGoodFO23920
September 200196.0GoodGoodGoodGoodFO18400
September 199995.0GoodGoodGoodGoodFO18400
September 199796.0GoodGoodGoodGoodFO18400
September 199596.0GoodGoodGoodGoodFO18400
September 199396.0GoodGoodGoodGoodFO18400
September 199198.0FairGoodGoodSatisfactory-17800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Closed Web/Box Girderlinear ft.33957270120
Steel Girder/Beamlinear ft.4604411900
Steel Protective Coatingsq. ft.7,6097,5387100
Reinforced Concrete Girder/Beamlinear ft.1,2803926512370
Reinforced Concrete Decksq. ft.3,9113,478389440
Wearing Surfacessq. ft.3,5283,528000
Reinforced Concrete Top Flangesq. ft.14,38914,006367160
Wearing Surfacessq. ft.9,8149,814000
Reinforced Concrete Columneach491029100
Reinforced Concrete Abutmentlinear ft.5348500
Reinforced Concrete Pier Caplinear ft.4083848160
Other Jointlinear ft.537537000
Movable Bearingeach1901900
Fixed Bearingeach60600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6420578640
Steel Protective Coatingsq. ft.4,18501,2142,552419
Reinforced Concrete Bridge Raillinear ft.6262000