I0010 over LA 427-ACADIAN TW/KCS RR
Map
Coordinates:
+30.42493, -91.1583430°25'30" N, 91°09'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0010 over LA 427-ACADIAN TW/KCS RR |
| Structure number: | 611704501002352 |
| Location: | 61174501002352 |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 107.9 ft. [32.9 m] |
| Total length: | 3068.1 ft. [935.1 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| 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: | 58 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 89,460 [as of 2009] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 58.4 tons [53.1 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 56.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $11,964,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 66,016 [as of 1997] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 53.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $11,964,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 71,925 [as of 1991] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Operating rating: | 56.4 tons [51.3 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $11,964,000 |