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I-90 WCD over RAINIER AVE S

Map

Coordinates:
+47.59043, -122.30799
47°35'26" N, 122°18'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-90 WCD over RAINIER AVE S
Structure number:0013725A0000000
Location:0.6 E JCT I-5
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:300.9 ft. [91.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:403 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:100.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,371,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodVery GoodGood403100.0
September 2015GoodVery GoodVery GoodGood403100.0
September 2013GoodGoodGoodGood403100.0
September 2011GoodGoodGoodGood351100.0
September 2009GoodGoodGoodGood168100.0
November 2007GoodGoodGoodGood1000100.0
December 2005GoodGoodGoodGood1000100.0
December 2003GoodGoodGoodGood1000100.0
November 2001GoodGoodGoodGood1000100.0
May 1999GoodGoodVery GoodVery Good100098.0
May 1997GoodGoodVery GoodVery Good100093.9
June 1995GoodGoodGoodVery Good100098.0
April 1993GoodVery GoodVery GoodVery Good500079.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.301301000
Deck
Reinforced Concrete Decksq. ft.7,2247,224000
Wearing Surfacessq. ft.7,22407,22400
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.6666000
Joints
Compression Jointlinear ft.6606600
Open Jointlinear ft.6606600
Bearings
Movable Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.500500000