I40 over I40 / SMITH AVE
Map
Coordinates:
+35.17278, -90.0191735°10'22" N, 90°01'09" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I40 over I40 / SMITH AVE |
| Structure number: | 79I00400051 |
| Location: | 1 MI S OF I40 -SR 300 JCT |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 76.1 ft. [23.2 m] |
| Total length: | 148.0 ft. [45.1 m] |
| Roadway width between curbs: | 107.9 ft. [32.9 m] |
| Deck width edge-to-edge: | 113.9 ft. [34.7 m] |
| Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
| Skew angle: | 1° |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| Year reconstructed: | 1976 |
| 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: | 109,770 [as of 2009] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 50.5 tons [45.9 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,747,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 93,840 [as of 1999] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 50.5 tons [45.9 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Sufficiency rating: | 77.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,079,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 73,570 [as of 1991] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 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: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $533,000 |