S-E RAMP over 4TH AVENUE
Map
Coordinates:
+47.59028, -122.3291747°35'25" N, 122°19'45" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | S-E RAMP over 4TH AVENUE |
| Structure number: | 0015983B0000000 |
| Location: | 0.2 W JCT I-90 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 248.0 ft. [75.6 m] |
| Roadway width between curbs: | 27.6 ft. [8.4 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Vertical clearance below bridge: | 21.0 ft. [6.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2003 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,012 [as of 2005] |
| 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: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Sufficiency rating: | 76.8 |
| Estimated cost of work: | $116,000 |