I0010 over LOUISE ST ON RAMP
Map
Coordinates:
+30.43433, -91.1766030°26'04" N, 91°10'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0010 over LOUISE ST ON RAMP |
| Structure number: | 611704501001345 |
| Location: | I0010 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 96.1 ft. [29.3 m] |
| Total length: | 493.1 ft. [150.3 m] |
| Roadway width between curbs: | 17.1 ft. [5.2 m] |
| Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
| Vertical clearance below bridge: | 17.4 ft. [5.3 m] |
| Skew angle: | 38° |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| 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: | 10 |
| 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: | 16,520 [as of 2009] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 79.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,038,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,073 [as of 1997] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Good [7 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: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,038,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,423 [as of 1991] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Good [7 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: | 46.5 tons [42.3 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 71.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,038,000 |