I-90 TRANSIT over SEATTLE CITY STREETS
Map
Coordinates:
+47.59287, -122.3243247°35'34" N, 122°19'28" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-90 TRANSIT over SEATTLE CITY STREETS |
| Structure number: | 0013502C0000000 |
| Location: | 0.2 W JCT I-5 |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 141.1 ft. [43.0 m] |
| Total length: | 372.1 ft. [113.4 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
| 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 - Single or Spread [06] |
| 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: | 1,276 [as of 2009] |
| 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] |
| Operating rating: | 88.1 tons [80.1 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Sufficiency rating: | 99.7 |
| Estimated cost of work: | $158,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,276 [as of 1994] |
| Truck traffic: | 99% 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: | 88.1 tons [80.1 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Sufficiency rating: | 97.7 |
| Estimated cost of work: | $215,000 |