+45.52502, -122.68671
45°31'30" N, 122°41'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NW EVERETT over HWY 61
Structure number:09277 061 00235
Location:0.5 MI W PORTLAND CC
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:98.1 ft. [29.9 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1968
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:2
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:113,100 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:28.5 tons [25.9 metric tons]
Inventory rating:22.1 tons [20.1 metric tons]
Sufficiency rating:49.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201549.0FairSatisfactorySatisfactoryGood-113100
July 201356.0FairSatisfactorySatisfactoryGood-17274
July 201156.0FairSatisfactorySatisfactoryGood-17274
November 200977.0FairSatisfactorySatisfactoryGood-17274
November 200777.0FairSatisfactorySatisfactoryGood-17103
November 200580.0FairSatisfactoryGoodGood-16605
November 200380.1FairSatisfactoryGoodGood-16121
December 200180.5GoodVery GoodGoodGood-12401
December 199994.8GoodVery GoodGoodGood-12401
December 199794.8GoodVery GoodGoodGood-12400
December 199595.0GoodVery GoodGoodGood-12400
December 199395.0GoodVery GoodGoodGood-12400
December 199197.0GoodGoodGoodGood-12400

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.1,13020909210
Reinforced Concrete Top Flangesq. ft.10,5825,2914,2331,0580
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.1319412250
Reinforced Concrete Pier Caplinear ft.5105100
Compression Jointlinear ft.1311052600
Elastomeric Bearingeach1717000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.370370000