I-90 over RAINIER AVE S
Map
Coordinates:
+47.59057, -122.3074847°35'26" N, 122°18'27" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-90 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] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 147 [as of 2007] |
| 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] |
| 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: | 97.0 |
| Estimated cost of work: | $80,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 1994] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 59.4 tons [54.0 metric tons] |
| Sufficiency rating: | 79.0 |
| Estimated cost of work: | $168,000 |