NFA B404 over HARRISON CREEK
Map
Coordinates:
+35.14278, -89.9166735°08'34" N, 89°55'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NFA B404 over HARRISON CREEK |
| Structure number: | 790C5480001 |
| Location: | CHARLESWOOD RD - MEMPHIS |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 22.0 ft. [6.7 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
| Skew angle: | 17° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1930 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 390 [as of 2010] |
| 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: | 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: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 89.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 250 [as of 2000] |
| 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: | 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: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 89.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 250 [as of 1978] |
| Truck traffic: | 2% of total traffic |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 89.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $53,000 |