15TH AVE W over SHILSHOLE AVE NW, NICKER
Map
Coordinates:
+47.66160, -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 SHILSHOLE AVE NW, NICKER |
| Structure number: | 085177000000000 |
| Location: | 4300 15th Ave W |
| Purpose: | Carries highway and pedestrian walkway over highway and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 71.9 ft. [21.9 m] |
| Total length: | 588.9 ft. [179.5 m] |
| Roadway width between curbs: | 42.0 ft. [12.8 m] |
| Deck width edge-to-edge: | 52.8 ft. [16.1 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 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: | 9 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| 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: | 68,784 [as of 2010] |
| Truck traffic: | 10% 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: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 48.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $15,520,000 |
2000 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 55,400 [as of 1993] |
| 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: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 37.2 |
| Estimated cost of work: | $2,128,000 |
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: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 47.9 |
| Estimated cost of work: | $2,128,000 |