BRADDOCK DR over SEPULVEDA CHANNEL
Map
Coordinates:
+33.99750, -118.4136133°59'51" N, 118°24'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BRADDOCK DR over SEPULVEDA CHANNEL |
| Structure number: | 53C1104 |
| Location: | 0.3 MI SW FWY 405 |
| 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: | 44.0 ft. [13.4 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: | City or Municipal Highway Agency [04] |
| Year built: | 1952 |
| 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: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,900 [as of 2000] |
| 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: | 95.2 tons [86.5 metric tons] |
| Inventory rating: | 52.0 tons [47.3 metric tons] |
| Sufficiency rating: | 95.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,900 [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: | 85.8 tons [78.0 metric tons] |
| Inventory rating: | 51.8 tons [47.1 metric tons] |
| Sufficiency rating: | 95.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,900 [as of 1984] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | 85.1 tons [77.4 metric tons] |
| Inventory rating: | 51.5 tons [46.8 metric tons] |
| Sufficiency rating: | 95.3 |