I-10 WB (SR-8) over MCGIRTS CREEK
Map
Coordinates:
+30.30861, -81.8544430°18'31" N, 81°51'16" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-10 WB (SR-8) over MCGIRTS CREEK |
| Structure number: | 720205 |
| Location: | I-10 OVER MCGIRTS CREEK |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 149.9 ft. [45.7 m] |
| Roadway width between curbs: | 65.9 ft. [20.1 m] |
| Deck width edge-to-edge: | 68.6 ft. [20.9 m] |
| Skew angle: | 17° |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| Year reconstructed: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 5 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,927 [as of 2008] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 74.8 tons [68.0 metric tons] |
| Inventory rating: | 62.8 tons [57.1 metric tons] |
| Sufficiency rating: | 97.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,000 [as of 1996] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 74.8 tons [68.0 metric tons] |
| Inventory rating: | 62.8 tons [57.1 metric tons] |
| Sufficiency rating: | 97.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,040 [as of 1989] |
| Truck traffic: | 24% of total traffic |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 74.2 tons [67.5 metric tons] |
| Inventory rating: | 62.4 tons [56.7 metric tons] |
| Sufficiency rating: | 96.6 |