INTERSTATE 10 over CHARLTON ST STORM DRAIN
Map
Coordinates:
+34.03667, -118.3750034°02'12" N, 118°22'30" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | INTERSTATE 10 over CHARLTON ST STORM DRAIN |
| Structure number: | 53 1868M |
| Location: | 07-LA-010-R8.78-LA |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 11.2 ft. [3.4 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 240.2 ft. [73.2 m] |
| Deck width edge-to-edge: | 359.9 ft. [109.7 m] |
| Skew angle: | 19° |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| 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: | 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: | 278,000 [as of 2001] |
| 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: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 85.0 |