PRATT HWY over BRANCH
Map
Coordinates:
+33.54574, -86.8996333°32'45" N, 86°53'59" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | PRATT HWY over BRANCH |
| Structure number: | 000282 |
| Location: | PRATT HWY & MORGAN STR |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 92.2 ft. [28.1 m] |
| Roadway width between curbs: | 21.7 ft. [6.6 m] |
| Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1925 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 5 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,500 [as of 2004] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 16.0 tons [14.5 metric tons] |
| Inventory rating: | 12.0 tons [10.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $963,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,900 [as of 1996] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 16.0 tons [14.5 metric tons] |
| Inventory rating: | 12.0 tons [10.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $435,000 |