LA0073 over BAYOU MANCHAC
Map
Coordinates:
+30.34391, -90.9831930°20'38" N, 90°58'59" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LA0073 over BAYOU MANCHAC |
| Structure number: | 611700770400001 |
| Location: | LA0073 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 82.0 ft. [25.0 m] |
| Total length: | 325.1 ft. [99.1 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1931 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 5 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 11,300 [as of 2009] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,384,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 6,560 [as of 1998] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,384,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 4,331 [as of 1991] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 50.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,384,000 |