I565 EAST SERVICE over LIMESTONE CREEK
Map
Coordinates:
+34.63276, -86.8668434°37'58" N, 86°52'01" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I565 EAST SERVICE over LIMESTONE CREEK |
| Structure number: | 014110 |
| Location: | 2.5 MI E JCT I65&I565 |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 67.9 ft. [20.7 m] |
| Total length: | 553.2 ft. [168.6 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| Year reconstructed: | 1987 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span 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: | 429 [as of 2003] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.0 tons [31.8 metric tons] |
| Sufficiency rating: | 89.8 |
| Estimated cost of work: | $5,984,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 380 [as of 1997] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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: | 58.9 tons [53.5 metric tons] |
| Inventory rating: | 35.0 tons [31.8 metric tons] |
| Sufficiency rating: | 94.8 |