Share:

OR 213 (HWY 068) over UPRR AND LRT

Map

Coordinates:
+45.53359, -122.57897
45°32'01" N, 122°34'44" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.715715000
Steel Protective Coatingsq. ft.20,2415,06010,1215,0600
Deck
Reinforced Concrete Decksq. ft.3,2503,250000
Wearing Surfacessq. ft.3,0583,058000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Walllinear ft.4904720180
Reinforced Concrete Abutmentlinear ft.1306250180
Reinforced Concrete Pier Caplinear ft.130130000
Joints
Other Jointlinear ft.230000230
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.170170000
Reinforced Concrete Bridge Raillinear ft.3030000
Deck
Reinforced Concrete Slabsq. ft.6,5256,25227300
Wearing Surfacessq. ft.5,9385,938000