I-90 ECD over RAINIER AVE S

Map

Coordinates:
+47.59014, -122.30775
47°35'25" N, 122°18'28" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	I-90 ECD over RAINIER AVE S
Structure number:	0013725D0000000
Location:	0.6 E JCT I-5
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	119.1 ft. `[36.3 m]`
Total length:	308.1 ft. `[93.9 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:	27°
Owner:	State Highway Agency `[01]`
Year built:	1992
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	406 `[as of 2012]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	98.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,203,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Good	Good	406	98.0
September 2015	Good	Good	Good	Good	406	98.0
September 2013	Good	Good	Good	Good	406	98.0
September 2011	Good	Good	Good	Good	353	99.0
September 2009	Good	Good	Good	Good	147	97.0
November 2007	Good	Good	Good	Good	1000	96.0
December 2005	Good	Good	Good	Good	1000	96.0
December 2003	Good	Good	Good	Good	1000	96.0
November 2001	Good	Good	Good	Good	1000	96.0
May 1999	Good	Good	Good	Good	1000	79.0
May 1997	Good	Good	Good	Good	1000	79.0
September 1995	Good	Good	Good	Good	1000	79.0
November 1993	Good	Good	Good	Good	1000	96.0
November 1991	Good	Very Good	Very Good	Very Good	5000	79.0

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	308	307	0	1	0
Deck
Reinforced Concrete Deck	sq. ft.	7,392	7,392	0	0	0
Wearing Surfaces	sq. ft.	7,392	0	7,392	0	0
Substructure
Reinforced Concrete Column	each	2	2	0	0	0
Reinforced Concrete Abutment	linear ft.	67	65	0	2	0
Joints
Compression Joint	linear ft.	58	0	58	0	0
Open Joint	linear ft.	58	0	58	0	0
Bearings
Movable Bearing	each	4	4	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	616	616	0	0	0