SW PARK over HWY 61


+45.50930, -122.68649
45°30'33" N, 122°41'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SW PARK over HWY 61
Structure number:09161 061 00118
Location:0.2 MI S OF SW 12TH AVE
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:73.2 ft. [22.3 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1967
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2010]
Deck condition:Good [7 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: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:26.1 tons [23.7 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:67.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201567.4FairGoodFairSatisfactory-100
July 201377.4FairGoodSatisfactorySatisfactory-100
July 201177.4FairGoodSatisfactoryGood-100
May 201077.4FairGoodSatisfactoryGood-100
May 200862.8FairGoodSatisfactoryGoodFO115600
May 200679.5FairGoodSatisfactoryGoodFO4017
May 200468.4FairGoodFairGoodFO3900
March 200279.5GoodGoodGoodGoodFO3900
March 200065.0GoodVery GoodGoodGoodFO121200
March 199879.8GoodVery GoodGoodGood-1700
March 199679.8GoodVery GoodGoodGood-1700
March 199476.3GoodVery GoodGoodGoodFO17300
March 199278.3GoodVery GoodGoodGoodFO17300
March 199078.3GoodVery GoodGoodGoodFO17200

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.2,0458341851,0260
Reinforced Concrete Top Flangesq. ft.19,33519,17516000
Wearing Surfacessq. ft.4,462004,4620
Reinforced Concrete Columneach1412200
Reinforced Concrete Abutmentlinear ft.2311765050
Reinforced Concrete Pier Caplinear ft.2001415900
Open Jointlinear ft.3722434800
Other Jointlinear ft.231023100
Movable Bearingeach2802800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3723522000