INTERSTATE 280 over COYOTE CREEK
Map
Coordinates:
+37.33000, -121.8666737°19'48" N, 121°52'00" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | INTERSTATE 280 over COYOTE CREEK |
| Structure number: | 37 0282 |
| Location: | 04-SCL-280-R1.08-SJS |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 117.5 ft. [35.8 m] |
| Total length: | 453.4 ft. [138.2 m] |
| Roadway width between curbs: | 160.1 ft. [48.8 m] |
| Deck width edge-to-edge: | 164.1 ft. [50.0 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1972 |
| Year reconstructed: | 2000 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 4 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 203,000 [as of 1998] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 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 assessed or calculated scour condition. [5] |
| Operating rating: | 77.3 tons [70.3 metric tons] |
| Inventory rating: | 42.8 tons [38.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 79.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $11,586,000 |