W.B. I-90 over LAKE WASHINGTON
Map
Coordinates:
+47.58972, -122.2577847°35'23" N, 122°15'28" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | W.B. I-90 over LAKE WASHINGTON |
| Structure number: | 0012833C0000000 |
| Location: | 3.0 E JCT 1-5 |
| Purpose: | Carries highway and pedestrian walkway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 235.9 ft. [71.9 m] |
| Total length: | 1472.2 ft. [448.7 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 63.0 ft. [19.2 m] |
| Vertical clearance below bridge: | 34.1 ft. [10.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Concrete [1] |
| Main span 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: | 57,000 [as of 2008] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.8 |
| Estimated cost of work: | $1,097,000 |