LA0946 over ROBERTS CANAL
Map
Coordinates:
+30.49884, -91.0883730°29'56" N, 91°05'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LA0946 over ROBERTS CANAL |
| Structure number: | 611708170801041 |
| Location: | 5.46M NORTH OF LA 37 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 160.1 ft. [48.8 m] |
| Roadway width between curbs: | 82.0 ft. [25.0 m] |
| Deck width edge-to-edge: | 84.6 ft. [25.8 m] |
| Skew angle: | 2° |
| Owner: | State Highway Agency [01] |
| Year built: | 1992 |
| 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: | 8 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,500 [as of 2009] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 74.2 tons [67.5 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Sufficiency rating: | 80.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,020 [as of 1995] |
| 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: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Operating rating: | 65.3 tons [59.4 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Sufficiency rating: | 80.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,111 [as of 1991] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 38.6 tons [35.1 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 63.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $585,000 |