STRATHERN ST over ALISO CREEK
Map
Coordinates:
+34.21500, -118.5433334°12'54" N, 118°32'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | STRATHERN ST over ALISO CREEK |
| Structure number: | 53C1330 |
| Location: | 0.05 MI E/O WILBUR AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 53.2 ft. [16.2 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 52.5 ft. [16.0 m] |
| Skew angle: | 5° |
| Owner: | Other Local Agencies [25] |
| Year built: | 1952 |
| Year reconstructed: | 2006 |
| 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: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,800 [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: | 40.9 tons [37.2 metric tons] |
| Inventory rating: | 25.0 tons [22.7 metric tons] |
| Sufficiency rating: | 87.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,200 [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: | 40.9 tons [37.2 metric tons] |
| Inventory rating: | 25.0 tons [22.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $335,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,200 [as of 1987] |
| Truck traffic: | 2% of total traffic |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| 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: | 40.6 tons [36.9 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $133,000 |