CITYST over LA 1 S.BOUND
Map
Coordinates:
+32.50427, -93.7366432°30'15" N, 93°44'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CITYST over LA 1 S.BOUND |
| Structure number: | 040900530908035 |
| Location: | 2.3 MI NORTH OF LA 3032 |
| Purpose: | Carries highway over highway |
| Route classification: | Local (Urban) [19] |
| Total length: | 120.1 ft. [36.6 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1954 |
| 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: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,310 [as of 2009] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 37.6 tons [34.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $585,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,255 [as of 1995] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 37.6 tons [34.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $585,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,689 [as of 1991] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Operating rating: | 30.7 tons [27.9 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 21.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $585,000 |