I0012 over AMITE RIVER @ D'SPNGS
Map
Coordinates:
+30.44761, -90.9867230°26'51" N, 90°59'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0012 over AMITE RIVER @ D'SPNGS |
| Structure number: | 623204540200001 |
| Location: | 62324540200001 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 174.9 ft. [53.3 m] |
| Total length: | 1307.2 ft. [398.4 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1970 |
| 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: | 18 |
| Main spans material: | Steel [3] |
| Main spans design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 52,740 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 69.3 tons [63.0 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $5,097,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30,114 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 55.4 tons [50.4 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $5,097,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 32,533 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 55.4 tons [50.4 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $5,097,000 |