I0012 over CEDARCREST DRIVE
Map
Coordinates:
+30.42733, -91.0665730°25'38" N, 91°03'60" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0012 over CEDARCREST DRIVE |
| Structure number: | 611704540103282 |
| Location: | I0012 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 151.9 ft. [46.3 m] |
| Roadway width between curbs: | 61.0 ft. [18.6 m] |
| Deck width edge-to-edge: | 64.0 ft. [19.5 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1986 |
| 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: | 3 |
| Main spans material: | Prestressed concrete [5] |
| 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: | 57,060 [as of 2009] |
| Truck traffic: | 19% 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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 85.1 tons [77.4 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Sufficiency rating: | 87.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 68,680 [as of 1997] |
| Truck traffic: | 19% 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: | 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: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Sufficiency rating: | 75.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 46,906 [as of 1991] |
| Truck traffic: | 19% 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: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Sufficiency rating: | 79.0 |