SR 99 over AURORA AVE, LAKE UNION
Map
Coordinates:
+47.64754, -122.3473647°38'51" N, 122°20'50" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 99 over AURORA AVE, LAKE UNION |
| Structure number: | 0001447A0000000 |
| Location: | 7.7 N JCT SR 509 |
| Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 799.9 ft. [243.8 m] |
| Total length: | 2955.2 ft. [900.7 m] |
| Roadway width between curbs: | 56.4 ft. [17.2 m] |
| Deck width edge-to-edge: | 69.6 ft. [21.2 m] |
| Vertical clearance below bridge: | 134.8 ft. [41.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1931 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 8 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Deck [09] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 71,085 [as of 2007] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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: | 40.6 tons [36.9 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 44.1 |
| Estimated cost of work: | $4,157,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 73,836 [as of 1994] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 40.6 tons [36.9 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 53.2 |
| Estimated cost of work: | $4,152,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 59,363 [as of 1984] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 27.8 |
| Estimated cost of work: | $27,499,000 |