I-75 over SANDY CREEK
Map
Coordinates:
+41.94453, -83.3629841°56'40" N, 83°21'47" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-75 over SANDY CREEK |
| Structure number: | 58158152000B010 |
| Location: | 1.2 MI NE OF M-50 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 112.5 ft. [34.3 m] |
| Deck width edge-to-edge: | 119.4 ft. [36.4 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1954 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 66,218 [as of 2007] |
| Truck traffic: | 22% 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 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 70.0 tons [63.6 metric tons] |
| Inventory rating: | 46.0 tons [41.8 metric tons] |
| Sufficiency rating: | 80.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 54,000 [as of 1995] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 70.0 tons [63.6 metric tons] |
| Inventory rating: | 46.0 tons [41.8 metric tons] |
| Sufficiency rating: | 85.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 36,200 [as of 1988] |
| Truck traffic: | 26% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Sufficiency rating: | 87.1 |