INTERSTATE 210 over S BR BIG TUJUNGA WASH
Map
Coordinates:
+34.26500, -118.3350034°15'54" N, 118°20'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | INTERSTATE 210 over S BR BIG TUJUNGA WASH |
| Structure number: | 53 2562 |
| Location: | 07-LA-210-R10.53-LA |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 163.1 ft. [49.7 m] |
| Total length: | 334.0 ft. [101.8 m] |
| Roadway width between curbs: | 142.4 ft. [43.4 m] |
| Deck width edge-to-edge: | 148.0 ft. [45.1 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1980 |
| 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: | Prestressed concrete continuous [6] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 108,000 [as of 1999] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Very Good [8 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 assessed or calculated scour condition. [5] |
| Operating rating: | 59.1 tons [53.7 metric tons] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 84.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 81,500 [as of 1997] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Inventory rating: | 35.9 tons [32.6 metric tons] |
| Sufficiency rating: | 86.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 80,500 [as of 1990] |
| 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: | 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: | Scour calculation/evaluation has not been made. [6] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 85.9 |