I55 SB over CANE CREEK
Map
Coordinates:
+35.07528, -90.0394435°04'31" N, 90°02'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I55 SB over CANE CREEK |
| Structure number: | 79I00550044 |
| Location: | .8 MI W OF I240 JCT |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 193.9 ft. [59.1 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 55.8 ft. [17.0 m] |
| Skew angle: | 47° |
| 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: | 3 |
| Main spans material: | Prestressed concrete [5] |
| 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: | 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 56.4 tons [51.3 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Sufficiency rating: | 89.0 |
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: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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 assessed or calculated scour condition. [5] |
| Operating rating: | 56.4 tons [51.3 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Sufficiency rating: | 85.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 66,170 [as of 1991] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 86.7 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $221,000 |