Deep Creek Nº5D
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Deep Creek Nº5D completed
Particulars
Owner: unknown
Designer: Schnabel Engineering
Contractor: Haymes Bros
Statistics
Type: Gravity
Purpose(s): Flood Control / Water Supply
Reservoir capacity: 15 m3x106
Height: 22 metres
Length: 226 metres
Volume of RCC: 39 m3x103
Total volume: 45 m3x103
Construction Dates
Start of Project: 12/08 (December 2008)
Start of RCC: 04/09 (April 2009)
End of RCC: 12/09 (December 2009)
End of Project: 07/10 (July 2010)
Country: USA
River: Deep Creek
DMS Co-ordinates: 36˚07'36.37"N, 80˚43'50.25"W
DD Co-ordinates: 36.12677, -80.730621
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 89 | Low-lime flyash (ASTM Class F) |
