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STEEL BRIDGE RAMP over B-128D EVERETT COMPLEX

Map 

Coordinates:
+45.52529, -122.67141
45°31'31" N, 122°40'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STEEL BRIDGE RAMP over B-128D EVERETT COMPLEX
Structure number:25128D0025B128D
Location:E OF NW 1ST AVE/MAX (LRT)
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 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:6,787 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:95.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201595.7FairFairSatisfactoryGood-6787
June 201396.7GoodGoodGoodGood-6787
September 201197.4GoodGoodGoodGood-6787
October 200978.2GoodGoodGoodGoodFO6787
March 200978.2GoodGoodGoodGoodFO6787
July 200678.2GoodGoodGoodGoodFO6524
November 200478.2GoodVery GoodVery GoodVery GoodFO6524
September 200278.2GoodVery GoodVery GoodVery GoodFO6334
July 200077.3GoodVery GoodExcellentExcellentFO6150
September 199877.3GoodVery GoodExcellentExcellentFO6150
October 199677.3GoodVery GoodExcellentExcellentFO5860
November 199477.4GoodVery GoodExcellentExcellent-5860