MAGNOLIA BLVD over TUJUNGA WASH
Map
Coordinates:
+34.16500, -118.4116734°09'54" N, 118°24'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MAGNOLIA BLVD over TUJUNGA WASH |
| Structure number: | 53C1241 |
| Location: | BTWN BELAR AV & CLDWTR C |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 70.9 ft. [21.6 m] |
| Total length: | 78.1 ft. [23.8 m] |
| Roadway width between curbs: | 65.9 ft. [20.1 m] |
| Deck width edge-to-edge: | 81.7 ft. [24.9 m] |
| Skew angle: | 6° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1950 |
| Year reconstructed: | 1968 |
| 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: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,600 [as of 2002] |
| Truck traffic: | 1% 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: | 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 89.8 tons [81.6 metric tons] |
| Inventory rating: | 54.1 tons [49.2 metric tons] |
| Sufficiency rating: | 94.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,200 [as of 1998] |
| Truck traffic: | 1% 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: | 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 89.8 tons [81.6 metric tons] |
| Inventory rating: | 53.9 tons [49.0 metric tons] |
| Sufficiency rating: | 95.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,200 [as of 1987] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 89.1 tons [81.0 metric tons] |
| Inventory rating: | 53.5 tons [48.6 metric tons] |
| Sufficiency rating: | 95.6 |