Hickory Log Creek
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Hickory Log Creek completed
Particulars
Owner: unknown
Designer: Schnabel Engineering
Contractor: Thalle Construction (ASI Constructors - subcontractor)
Statistics
Type: Gravity
Purpose(s): Water Supply
Reservoir capacity: 1 m3x106
Height: 55 metres
Length: 290 metres
Volume of RCC: 165 m3x103
Total volume: unknown
Construction Dates
Start of Project: 10/05 (October 2005)
Start of RCC: 12/06 (December 2006)
End of RCC: 06/07 (June 2007)
End of Project: 10/07 (October 2007)
Country: USA
River: Hickory Log Creek
DMS Co-ordinates: 34˚16'2.78"N, 84˚28'30.17"W
DD Co-ordinates: 34.267441, -84.475044
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 89 |
| 80 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 89 | Low-lime flyash (ASTM Class F) |
| 98 104 |
