LAUREL CANYON BLVD over LOS ANGELES RIVER
Map
Coordinates:
+34.14583, -118.3958334°08'45" N, 118°23'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LAUREL CANYON BLVD over LOS ANGELES RIVER |
| Structure number: | 53C1234 |
| Location: | 0.2 MI N/O VENTURA BLVD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 105.0 ft. [32.0 m] |
| Total length: | 109.9 ft. [33.5 m] |
| Roadway width between curbs: | 80.1 ft. [24.4 m] |
| Deck width edge-to-edge: | 96.1 ft. [29.3 m] |
| Skew angle: | 41° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1951 |
| Year reconstructed: | 1969 |
| 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: | 36,780 [as of 2002] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 91.9 tons [83.5 metric tons] |
| Inventory rating: | 55.2 tons [50.2 metric tons] |
| Sufficiency rating: | 91.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40,600 [as of 1998] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 92.7 tons [84.3 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 91.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40,600 [as of 1985] |
| Truck traffic: | 4% 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: | 92.1 tons [83.7 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Sufficiency rating: | 90.9 |