CAPITOL AVE over PENITENCIA CREEK
Map
Coordinates:
+37.38194, -121.8550037°22'55" N, 121°51'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CAPITOL AVE over PENITENCIA CREEK |
| Structure number: | 37C0521 |
| Location: | BTWN BERYSA RD-MABURY RD |
| Purpose: | Carries highway and railroad over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 63.3 ft. [19.3 m] |
| Total length: | 129.9 ft. [39.6 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 126.6 ft. [38.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box beam or girders - Multiple [05] |
| 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: | 11,000 [as of 1976] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | 71.8 tons [65.3 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Sufficiency rating: | 92.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,000 [as of 1998] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 71.8 tons [65.3 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Sufficiency rating: | 82.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,000 [as of 1976] |
| 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: | 71.3 tons [64.8 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Sufficiency rating: | 93.7 |