LODGE DRIVE over MILLIES CRK
Map
Coordinates:
+32.33333, -86.0833332°19'60" N, 86°04'60" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | LODGE DRIVE over MILLIES CRK |
| Structure number: | 019931 |
| Location: | 525' SOUTH OF AL110 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 67.9 ft. [20.7 m] |
| Roadway width between curbs: | 28.5 ft. [8.7 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | Private (other than railroad) [26] |
| Year built: | 2006 |
| 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: | Wood or timber [7] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 210 [as of 2008] |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Excellent [9 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: | 50.7 tons [46.1 metric tons] |
| Inventory rating: | 37.5 tons [34.1 metric tons] |
| Sufficiency rating: | 97.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $874,000 |