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NW 1ST over B-128B EVERETT COMPLEX

Map

Coordinates:
+45.52601, -122.67154
45°31'34" N, 122°40'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NW 1ST over B-128B EVERETT COMPLEX
Structure number:25128B0025B128B
Location:BTWN NW EVERETT/NW GLISAN
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:7
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:331 [as of 2010]
Truck traffic:1% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:77.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$717,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201577.1FairSatisfactorySatisfactoryGoodFO331
June 201381.1GoodGoodGoodGoodFO331
September 201181.8GoodGoodGoodGoodFO331
October 200984.8GoodGoodGoodGoodFO331
March 200984.8GoodGoodGoodGoodFO331
July 200684.8GoodGoodGoodGoodFO318
November 200484.8GoodVery GoodVery GoodVery GoodFO318
September 200284.8GoodVery GoodVery GoodVery GoodFO309
July 200081.8GoodExcellentExcellentExcellentFO300
September 199881.8GoodExcellentExcellentExcellentFO300
October 199681.8GoodExcellentExcellentExcellentFO208
November 199481.8GoodExcellentExcellentExcellent-208