HWY 160 (OR 213) over UPRR


+45.35960, -122.60383
45°21'35" N, 122°36'14" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY 160 (OR 213) over UPRR
Structure number:09727 064C01036
Location:1.0 MI N OREGON CITY CC
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:208.0 ft. [63.4 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:92.5 ft. [28.2 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1971
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:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
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:64,700 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:51.4 tons [46.7 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:68.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,066,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201568.0FairSatisfactoryFairSatisfactoryFO64700
June 201379.0FairSatisfactorySatisfactorySatisfactoryFO65000
March 201178.0FairSatisfactorySatisfactorySatisfactoryFO65000
March 200983.0FairGoodSatisfactoryGoodFO67559
March 200785.4FairGoodSatisfactoryGoodFO64942
March 200586.7FairGoodSatisfactoryGoodFO63050
March 200386.7FairVery GoodSatisfactoryGoodFO63050
March 200188.8FairVery GoodSatisfactoryGoodFO48500
March 199988.9GoodVery GoodGoodGoodFO48000
March 199789.1GoodVery GoodGoodGoodFO46500
March 199588.7GoodVery GoodGoodGoodFO46500
March 199388.7GoodVery GoodGoodGoodFO46500
March 199191.8GoodVery GoodGoodGood-41500

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.2,2883724161,5000
Reinforced Concrete Top Flangesq. ft.19,26615,4483,81440
Wearing Surfacessq. ft.16,95216,952000
Reinforced Concrete Columneach64200
Reinforced Concrete Abutmentlinear ft.20717710200
Steel Pileeach22000
Reinforced Concrete Pier Caplinear ft.195195000
Pourable Jointlinear ft.103010300
Other Jointlinear ft.103103000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.62420541900