I0010 over CITRUS CANAL
Map
Coordinates:
+30.03499, -89.9809730°02'06" N, 89°58'51" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0010 over CITRUS CANAL |
| Structure number: | 023604509013191 |
| Location: | 3.1 MI EAST OF US 90 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 63.0 ft. [19.2 m] |
| Deck width edge-to-edge: | 66.6 ft. [20.3 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: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,360 [as of 2009] |
| Truck traffic: | 20% of total traffic |
| Deck 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 83.2 tons [75.6 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Sufficiency rating: | 98.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63,310 [as of 1998] |
| Truck traffic: | 20% 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: | 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: | 83.2 tons [75.6 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Sufficiency rating: | 97.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 54,262 [as of 1991] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 83.2 tons [75.6 metric tons] |
| Inventory rating: | 50.5 tons [45.9 metric tons] |
| Sufficiency rating: | 98.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |