LOCAL ROAD over LIVELY BAYOU
Map
Coordinates:
+30.46115, -91.0349630°27'40" N, 91°02'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over LIVELY BAYOU |
| Structure number: | 611730275910201 |
| Location: | S. FLANNERY RD. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 19.0 ft. [5.8 m] |
| Total length: | 95.1 ft. [29.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 7,930 [as of 1979] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Critical [2 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 4.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $333,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,930 [as of 1979] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Serious [3 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 23.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $333,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,930 [as of 1979] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $333,000 |