15TH AVE W over SALMON BAY WATERWAY, RR
Map
Coordinates:
+47.66166, -122.3762847°39'42" N, 122°22'35" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 15TH AVE W over SALMON BAY WATERWAY, RR |
| Structure number: | 085178000000000 |
| Location: | 4300 15th Ave W |
| Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 109.9 ft. [33.5 m] |
| Total length: | 1998.1 ft. [609.0 m] |
| Roadway width between curbs: | 42.0 ft. [12.8 m] |
| Deck width edge-to-edge: | 52.8 ft. [16.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1940 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 20 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 62,300 [as of 2005] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 21.8 tons [19.8 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 31.4 |
| Estimated cost of work: | $7,192,000 |
2000 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 52,100 [as of 1996] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | 21.8 tons [19.8 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 31.4 |
| Estimated cost of work: | $7,192,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 53,600 [as of 1988] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 42.8 |
| Estimated cost of work: | $7,192,000 |