BAILEY AVE over FISHER CREEK
Map
Coordinates:
+37.19889, -121.7388937°11'56" N, 121°44'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BAILEY AVE over FISHER CREEK |
| Structure number: | 37C0162 |
| Location: | 0.35 MI SW SNTA TERESA B |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 86.9 ft. [26.5 m] |
| Deck width edge-to-edge: | 97.1 ft. [29.6 m] |
| Skew angle: | 57° |
| Owner: | County Highway Agency [02] |
| Year built: | 1947 |
| Year reconstructed: | 1976 |
| 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: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,536 [as of 2000] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 76.7 tons [69.7 metric tons] |
| Inventory rating: | 46.0 tons [41.8 metric tons] |
| Sufficiency rating: | 90.6 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,894 [as of 1998] |
| 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] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 87.8 tons [79.8 metric tons] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Sufficiency rating: | 94.7 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,894 [as of 1984] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 87.1 tons [79.2 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Sufficiency rating: | 94.9 |