US0171 over M.P. RAILROAD
Map
Coordinates:
+32.43029, -93.7845432°25'49" N, 93°47'04" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US0171 over M.P. RAILROAD |
| Structure number: | 040900250809811 |
| Location: | .9 MI NORHT OF LA 3132 |
| Purpose: | Carries highway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 850.1 ft. [259.1 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
| Vertical clearance below bridge: | 22.3 ft. [6.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1976 |
| 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: | 15 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,040 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| 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: | 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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Sufficiency rating: | 96.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 15,640 [as of 1995] |
| Truck traffic: | 6% of total traffic |
| 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: | 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 13.9 tons [12.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 62.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,387,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,625 [as of 1991] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 13.9 tons [12.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 63.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,387,000 |