LASSEN ST over ALISO CREEK
Map
Coordinates:
+34.25000, -118.5366734°15'00" N, 118°32'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LASSEN ST over ALISO CREEK |
| Structure number: | 53C1226 |
| Location: | 0.1 MI W RESEDA BLVD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 23.3 ft. [7.1 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 71.9 ft. [21.9 m] |
| Skew angle: | 31° |
| Owner: | County Highway Agency [02] |
| Year built: | 1966 |
| 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: | 28,000 [as of 2000] |
| Truck traffic: | 2% 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: | 95.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,900 [as of 1998] |
| Truck traffic: | 2% 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: | 96.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,900 [as of 1984] |
| Truck traffic: | 2% 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: | 58.4 tons [53.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 96.4 |