I0010 over WARD CREEK
Map
Coordinates:
+30.40105, -91.0929230°24'04" N, 91°05'35" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0010 over WARD CREEK |
| Structure number: | 611704501006872 |
| Location: | I0010 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 77.1 ft. [23.5 m] |
| Total length: | 264.1 ft. [80.5 m] |
| Roadway width between curbs: | 39.7 ft. [12.1 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Skew angle: | 28° |
| Owner: | State Highway Agency [01] |
| Year built: | 1974 |
| 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: | Steel continuous [4] |
| Main spans design: | Girder and floorbeam system [03] |
| 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: | 66,780 [as of 2009] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Sufficiency rating: | 86.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,343 [as of 1997] |
| Truck traffic: | 21% 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Sufficiency rating: | 85.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 47,520 [as of 1991] |
| Truck traffic: | 21% 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: | 58.4 tons [53.1 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Sufficiency rating: | 89.2 |