I-90 ECD over RAINIER AVE S
Map
Coordinates:
+47.59057, -122.3074847°35'26" N, 122°18'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
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: | 22.6 ft. [6.9 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] |
Latest Available Inspection: September 2015
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] |
Operating rating: | 98.0 tons [89.1 metric tons] |
Inventory rating: | 59.4 tons [54.0 metric tons] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2015 | 98.0 | Good | Good | Good | Good | - | 406 |
September 2013 | 98.0 | Good | Good | Good | Good | - | 406 |
September 2011 | 99.0 | Good | Good | Good | Good | - | 353 |
September 2009 | 97.0 | Good | Good | Good | Good | - | 147 |
November 2007 | 96.0 | Good | Good | Good | Good | - | 1000 |
December 2005 | 96.0 | Good | Good | Good | Good | - | 1000 |
December 2003 | 96.0 | Good | Good | Good | Good | - | 1000 |
November 2001 | 96.0 | Good | Good | Good | Good | - | 1000 |
May 1999 | 79.0 | Good | Good | Good | Good | - | 1000 |
May 1997 | 79.0 | Good | Good | Good | Good | - | 1000 |
September 1995 | 79.0 | Good | Good | Good | Good | - | 1000 |
November 1993 | 96.0 | Good | Good | Good | Good | - | 1000 |
November 1991 | 79.0 | Good | Very Good | Very Good | Very Good | - | 5000 |