I55 over I240 / I55
Map
Coordinates:
+35.07306, -90.0280635°04'23" N, 90°01'41" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I55 over I240 / I55 |
| Structure number: | 79I00550038 |
| Location: | I55 & I240 JCT |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 81.0 ft. [24.7 m] |
| Total length: | 232.0 ft. [70.7 m] |
| Roadway width between curbs: | 65.9 ft. [20.1 m] |
| Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
| Vertical clearance below bridge: | 17.1 ft. [5.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Year reconstructed: | 1998 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Box beam or girders - Multiple [05] |
| 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: | 95,930 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| 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: | 81.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 72,030 [as of 1999] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Fair [5 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: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 57.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,699,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 87,700 [as of 1991] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 77.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $501,000 |