CANOGA AVE over SANTA SUSANA CREEK
Map
Coordinates:
+34.23167, -118.5966734°13'54" N, 118°35'48" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CANOGA AVE over SANTA SUSANA CREEK |
| Structure number: | 53C1117 |
| Location: | 0.2 M N/O PARTHENIA ST |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 62.0 ft. [18.9 m] |
| Deck width edge-to-edge: | 77.4 ft. [23.6 m] |
| Skew angle: | 46° |
| Owner: | County Highway Agency [02] |
| Year built: | 1966 |
| Year reconstructed: | 1971 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,000 [as of 2000] |
| Truck traffic: | 3% 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 94.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,800 [as of 1998] |
| Truck traffic: | 3% 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 95.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,800 [as of 1984] |
| Truck traffic: | 3% 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 58.4 tons [53.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 95.4 |