SHELBY-GANGES RD. over LEATHERWOOD CREEK
Map
Coordinates:
+40.69444, -82.4027840°41'40" N, 82°24'10" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | SHELBY-GANGES RD. over LEATHERWOOD CREEK |
| Structure number: | 7030355 |
| Location: | 0.2 MI E. OF BOWMAN ST. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2006 |
| 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: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 340 [as of 2006] |
| Truck traffic: | 2% of total traffic |
| 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] |
| Culvert condition: | No deficiencies [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 100.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $124,000 |