US0090 over MISSISSIPPI RIVER
Map
Coordinates:
+29.94161, -90.1662229°56'30" N, 90°09'58" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US0090 over MISSISSIPPI RIVER |
| Structure number: | 022600060100001 |
| Location: | .01 MI SOUTH OF LA 48 |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 790.1 ft. [240.8 m] |
| Total length: | 9163.5 ft. [2792.9 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
| Vertical clearance below bridge: | 149.9 ft. [45.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| 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: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 48,000 [as of 2009] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 33.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $35,734,000 |
2000 Inspection
| Average daily traffic: | 12,884 [as of 1997] |
| Truck traffic: | 9% of total traffic |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 47,881 [as of 1988] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Poor [4 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $35,734,000 |