STEEL BRIDGE RAMP over B-128C EVERETT COMPLEX
Map
Coordinates:
+45.52544, -122.6710245°31'32" N, 122°40'16" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | STEEL BRIDGE RAMP over B-128C EVERETT COMPLEX |
| Structure number: | 25128C0025B128C |
| Location: | FROM S BOUND FRONT AVE |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 70.9 ft. [21.6 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1986 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| 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: | 1,822 [as of 2007] |
| 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: | 59.8 tons [54.4 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 97.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,650 [as of 1996] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 96.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $222,000 |