WASHINGTONFERRY RD over WEST END DITCH
Map
Coordinates:
+32.39227, -86.3818432°23'32" N, 86°22'55" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WASHINGTONFERRY RD over WEST END DITCH |
| Structure number: | 011241 |
| Location: | 0.6 M.E.US.31 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 47.9 ft. [14.6 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1974 |
| 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: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 175 [as of 1990] |
| Truck traffic: | 25% 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 57.0 tons [51.8 metric tons] |
| Inventory rating: | 34.1 tons [31.0 metric tons] |
| Sufficiency rating: | 91.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $544,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 175 [as of 1990] |
| Truck traffic: | 25% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 49.9 tons [45.4 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Sufficiency rating: | 87.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $177,000 |