FAU 2813 over DAYS CREEK
Map
Coordinates:
+35.05333, -89.9980635°03'12" N, 89°59'53" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAU 2813 over DAYS CREEK |
| Structure number: | 79S81000007 |
| Location: | WINCHESTER RD - MEMPHIS |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 126.0 ft. [38.4 m] |
| Roadway width between curbs: | 71.9 ft. [21.9 m] |
| Deck width edge-to-edge: | 86.3 ft. [26.3 m] |
| Skew angle: | 20° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1965 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| 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: | 21,590 [as of 2007] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 43.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,649,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,590 [as of 1999] |
| Truck traffic: | 4% 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 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: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 44.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,435,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,670 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 55.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $683,000 |