LA0384 over INTRACOASTAL WATERWAY
Map
Coordinates:
+30.08237, -93.2859530°04'57" N, 93°17'09" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LA0384 over INTRACOASTAL WATERWAY |
| Structure number: | 071003820402351 |
| Location: | 07103820402351 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 165.0 ft. [50.3 m] |
| Total length: | 634.9 ft. [193.5 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
| Vertical clearance below bridge: | 3280.7 ft. [999.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1979 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Swing [17] |
| Deck type: | Concrete Precast Panels [2] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 7,100 [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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,565,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,619 [as of 1998] |
| 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 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,565,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,034 [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: | 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] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 76.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,565,000 |