I240 over PEABODY AVE (5218)
Map
Coordinates:
+35.13306, -90.0241735°07'59" N, 90°01'27" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I240 over PEABODY AVE (5218) |
| Structure number: | 79I02400023 |
| Location: | 0.5 MI. N OF SR-4 JCT. |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 82.0 ft. [25.0 m] |
| Total length: | 159.1 ft. [48.5 m] |
| Roadway width between curbs: | 58.4 ft. [17.8 m] |
| Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
| Vertical clearance below bridge: | 16.1 ft. [4.9 m] |
| Skew angle: | 5° |
| Owner: | State Highway Agency [01] |
| Year built: | 1969 |
| 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: | 71,710 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 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: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,997,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 61,750 [as of 1999] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 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: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Sufficiency rating: | 83.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 66,650 [as of 1991] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 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: | 86.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $858,000 |