LOCAL ROAD over ROY RD, LOGAN BAYOU
Map
Coordinates:
+32.55176, -93.8460332°33'06" N, 93°50'46" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over ROY RD, LOGAN BAYOU |
| Structure number: | 040932331935081 |
| Location: | 0.2 MI. SO. OF LA 17 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 55.1 ft. [16.8 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1931 |
| Year reconstructed: | 1954 |
| 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: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,540 [as of 1979] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 23.8 tons [21.6 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 43.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $211,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,540 [as of 1979] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 23.8 tons [21.6 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 43.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $211,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,540 [as of 1979] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Operating rating: | 23.8 tons [21.6 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 33.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $211,000 |