GRANTSMILL ROAD over LAKE PURDY
Map
Coordinates:
+33.47531, -86.6266933°28'31" N, 86°37'36" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | GRANTSMILL ROAD over LAKE PURDY |
| Structure number: | 007524 |
| Location: | GRANTSMILL RD. & AL 119 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 171.9 ft. [52.4 m] |
| Roadway width between curbs: | 17.7 ft. [5.4 m] |
| Deck width edge-to-edge: | 18.7 ft. [5.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1935 |
| Year reconstructed: | 1962 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 4,000 [as of 2009] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 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: | Scour calculation/evaluation has not been made. [6] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 6.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,209,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 600 [as of 1996] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 3.0 tons [2.7 metric tons] |
| Inventory rating: | 3.0 tons [2.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 18.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $311,000 |