LA1024 over CREEK
Map
Coordinates:
+30.56142, -90.8469530°33'41" N, 90°50'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LA1024 over CREEK |
| Structure number: | 623208321006751 |
| Location: | 62328321006751 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 19.0 ft. [5.8 m] |
| Total length: | 20.0 ft. [6.1 m] |
| Roadway width between curbs: | 24.9 ft. [7.6 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1962 |
| 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: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,490 [as of 2009] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Sufficiency rating: | 76.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 887 [as of 1996] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Sufficiency rating: | 79.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 607 [as of 1991] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Sufficiency rating: | 85.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |