LA0407 over (NEW)ALGIERS CUTOFF CANA
Map
Coordinates:
+29.87439, -89.9222229°52'28" N, 89°55'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LA0407 over (NEW)ALGIERS CUTOFF CANA |
| Structure number: | 023608360801331 |
| Location: | 02368360801331 |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 299.9 ft. [91.4 m] |
| Total length: | 5082.3 ft. [1549.0 m] |
| Roadway width between curbs: | 71.9 ft. [21.9 m] |
| Deck width edge-to-edge: | 76.8 ft. [23.4 m] |
| Vertical clearance below bridge: | 102.7 ft. [31.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1985 |
| 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: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,700 [as of 2009] |
| Truck traffic: | 7% 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 93.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,343 [as of 1998] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Sufficiency rating: | 91.9 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,510 [as of 1991] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Very Good [8 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Sufficiency rating: | 91.8 |