FAU 5178 over CHERRY BAYOU
Map
Coordinates:
+35.08861, -89.9166735°05'19" N, 89°55'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAU 5178 over CHERRY BAYOU |
| Structure number: | 790B6280001 |
| Location: | CHERRY RD - MEMPHIS |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 68.9 ft. [21.0 m] |
| Roadway width between curbs: | 59.7 ft. [18.2 m] |
| Deck width edge-to-edge: | 77.8 ft. [23.7 m] |
| Skew angle: | 30° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1953 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,430 [as of 2007] |
| Truck traffic: | 2% 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 87.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,900 [as of 1999] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 76.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $326,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,000 [as of 1978] |
| Truck traffic: | 2% 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: | 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: | 95.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $309,000 |