I40 over I40 / SYCAMORE VIEW RD
Map
Coordinates:
+35.16500, -89.8613935°09'54" N, 89°51'41" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I40 over I40 / SYCAMORE VIEW RD |
| Structure number: | 79I00400105 |
| Location: | 1MI E OF I240 JCT |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 198.2 ft. [60.4 m] |
| Roadway width between curbs: | 155.8 ft. [47.5 m] |
| Deck width edge-to-edge: | 159.1 ft. [48.5 m] |
| Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
| Skew angle: | 15° |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| Year reconstructed: | 1995 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 4 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| 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: | 134,240 [as of 2009] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 68.3 tons [62.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 92.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 99,020 [as of 1999] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 68.3 tons [62.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 92.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 81,380 [as of 1991] |
| Truck traffic: | 8% 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: | 78.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $339,000 |