SPANAWAY LOOP ROAD over COFFEE CREEK
Map
Coordinates:
+47.00049, -122.4498147°00'02" N, 122°26'59" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | SPANAWAY LOOP ROAD over COFFEE CREEK |
| Structure number: | 087181000000000 |
| Location: | SOUTH SPANAWAY CREEK |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 45.9 ft. [14.0 m] |
| Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
| Skew angle: | 17° |
| Owner: | County Highway Agency [02] |
| Year built: | 2004 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,675 [as of 2007] |
| Truck traffic: | 6% of total traffic |
| 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] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 98.0 tons [89.1 metric tons] |
| Inventory rating: | 98.0 tons [89.1 metric tons] |
| Sufficiency rating: | 90.1 |