I0010 over SUBURBAN CANAL
Map
Coordinates:
+29.99848, -90.1771529°59'55" N, 90°10'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0010 over SUBURBAN CANAL |
| Structure number: | 022604501506094 |
| Location: | 4.0 MI EAST OF LA 49 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 105.0 ft. [32.0 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
| Skew angle: | 12° |
| Owner: | State Highway Agency [01] |
| Year built: | 1967 |
| 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: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,260 [as of 2009] |
| Truck traffic: | 7% 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: | 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] |
| Inventory rating: | 58.4 tons [53.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $517,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,817 [as of 1997] |
| Truck traffic: | 7% 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 46.5 tons [42.3 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,202 [as of 1991] |
| Truck traffic: | 7% 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: | 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: | 46.5 tons [42.3 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |