LA0001 over MCAIN CREEK
Map
Coordinates:
+32.59709, -93.8337332°35'50" N, 93°50'01" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LA0001 over MCAIN CREEK |
| Structure number: | 040900450102421 |
| Location: | 2.42M NW OF LA1/US71 INTR |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 160.1 ft. [48.8 m] |
| Roadway width between curbs: | 82.4 ft. [25.1 m] |
| Deck width edge-to-edge: | 86.0 ft. [26.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1993 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 8 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,900 [as of 2009] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 79.2 tons [72.0 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Sufficiency rating: | 99.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,581 [as of 1996] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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] |
| Operating rating: | 79.2 tons [72.0 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Sufficiency rating: | 99.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,390 [as of 1991] |
| Truck traffic: | 19% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 54.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $705,000 |