LA0671 over BAYOU TECHE JEAN.
Map
Coordinates:
+29.91436, -91.6625329°54'52" N, 91°39'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LA0671 over BAYOU TECHE JEAN. |
| Structure number: | 032302410100161 |
| Location: | .16 MI EAST OF LA 182 |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 204.1 ft. [62.2 m] |
| Total length: | 294.0 ft. [89.6 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
| Vertical clearance below bridge: | 10.8 ft. [3.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1944 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Swing [17] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,670 [as of 2009] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 13.3 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,263,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,026 [as of 1995] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 16.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,263,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 2,049 [as of 1991] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 22.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,263,000 |