SW 5TH AVE over HWY 61


+45.50748, -122.68378
45°30'27" N, 122°41'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SW 5TH AVE over HWY 61
Structure number:09157 061C00100
Location:0.4 MI S OF 12TH AVE
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:101.1 ft. [30.8 m]
Total length:284.1 ft. [86.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1964
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:4
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:125,300 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:34.2 tons [31.1 metric tons]
Inventory rating:26.4 tons [24.0 metric tons]
Sufficiency rating:59.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201559.1FairFairFairSatisfactory-125300
July 201363.2FairFairFairSatisfactory-24238
July 201164.4FairSatisfactoryFairGood-24238
May 201073.5FairSatisfactoryFairGood-24238
May 200880.3FairSatisfactoryFairGood-24238
May 200683.4FairSatisfactoryFairGood-23299
May 200482.4FairFairFairGood-22620
March 200266.7FairSatisfactoryFairVery Good-22620
March 200078.9FairSatisfactorySatisfactoryVery Good-17400
March 199881.0FairSatisfactorySatisfactoryVery Good-17400
March 199681.4FairSatisfactorySatisfactoryVery Good-17400
March 199481.4FairSatisfactorySatisfactoryVery Good-17400
March 199281.4FairSatisfactorySatisfactoryVery Good-17400
March 199097.8GoodGoodGoodVery Good-16150

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.1,7051,2523161370
Reinforced Concrete Top Flangesq. ft.14,3516,183588,1100
Wearing Surfacessq. ft.2,8002,69001100
Reinforced Concrete Columneach1211100
Reinforced Concrete Abutmentlinear ft.130130000
Reinforced Concrete Pier Caplinear ft.179179000
Compression Jointlinear ft.64540100
Other Jointlinear ft.66460200
Movable Bearingeach70700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.568568000