I55-LL 297569P over CNIC RAILROAD
Map
Coordinates:
+35.08528, -90.0755635°05'07" N, 90°04'32" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I55-LL 297569P over CNIC RAILROAD |
| Structure number: | 79I00550068 |
| Location: | 3 MI W OF SR 14 JCT |
| Purpose: | Carries highway over railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 238.9 ft. [72.8 m] |
| Roadway width between curbs: | 41.0 ft. [12.5 m] |
| Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
| Vertical clearance below bridge: | 22.6 ft. [6.9 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 62,870 [as of 2009] |
| Truck traffic: | 24% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 74.2 tons [67.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 75.3 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $961,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63,640 [as of 1999] |
| Truck traffic: | 24% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 74.2 tons [67.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 70.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,019,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 47,380 [as of 1991] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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 not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 71.3 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $522,000 |