I 59/20 over L & N & SOU RRS
Map
Coordinates:
+33.54091, -86.7902933°32'27" N, 86°47'25" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I 59/20 over L & N & SOU RRS |
| Structure number: | 010497 |
| Old structure number: | 00000I59370265A (from 1992 edition) |
| Location: | I 59 & L & N SOU RRS |
| Purpose: | Carries highway over railroad and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 630.0 ft. [192.0 m] |
| Roadway width between curbs: | 62.7 ft. [19.1 m] |
| Deck width edge-to-edge: | 65.6 ft. [20.0 m] |
| Vertical clearance below bridge: | 21.7 ft. [6.6 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1971 |
| 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: | 9 |
| Main spans material: | Steel continuous [4] |
| 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: | 77,355 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 48.0 tons [43.6 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 68.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $13,351,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 76,835 [as of 1998] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 65.6 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 61,460 [as of 1988] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 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: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 84.9 |