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NW EVERETT over HWY 61

Map 

Coordinates:
+45.52502, -122.68671
45°31'30" N, 122°41'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201549.0Not deficientSatisfactorySatisfactoryGood113100
July 201356.0Not deficientSatisfactorySatisfactoryGood17274
July 201156.0Not deficientSatisfactorySatisfactoryGood17274
November 200977.0Not deficientSatisfactorySatisfactoryGood17274
November 200777.0Not deficientSatisfactorySatisfactoryGood17103
November 200580.0Not deficientSatisfactoryGoodGood16605
November 200380.1Not deficientSatisfactoryGoodGood16121
December 200180.5Not deficientVery GoodGoodGood12401
December 199994.8Not deficientVery GoodGoodGood12401
20000.0Not applicable---64700
December 199794.8Not deficientVery GoodGoodGood12400
December 199595.0Not deficientVery GoodGoodGood12400
December 199395.0Not deficientVery GoodGoodGood12400
December 199197.0Not deficientGoodGoodGood12400