I55-LL 297766D over ICG RAILROAD
Map
Coordinates:
+35.07639, -90.0441735°04'35" N, 90°02'39" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I55-LL 297766D over ICG RAILROAD |
| Structure number: | 79I00550048 |
| Location: | 1 MI W OF I240 JCT |
| Purpose: | Carries highway over railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 117.1 ft. [35.7 m] |
| Total length: | 521.0 ft. [158.8 m] |
| Roadway width between curbs: | 42.0 ft. [12.8 m] |
| Deck width edge-to-edge: | 47.6 ft. [14.5 m] |
| Vertical clearance below bridge: | 22.3 ft. [6.8 m] |
| Skew angle: | 62° |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 5 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 87,000 [as of 2009] |
| Truck traffic: | 24% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 59.7 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $1,937,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 80,790 [as of 1999] |
| Truck traffic: | 24% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 68.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,243,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 66,170 [as of 1991] |
| Truck traffic: | 7% 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: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Sufficiency rating: | 83.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $1,102,000 |