Quail Creek South
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Quail Creek South completed
Particulars
Owner: unknown
Designer: Morrison-Knudsen Engineers
Contractor: ASI-RCC Inc.
Statistics
Type: Gravity
Purpose(s): Water Supply
Reservoir capacity: 50 m3x106
Height: 42 metres
Length: 610 metres
Volume of RCC: 130 m3x103
Total volume: 150 m3x103
Construction Dates
Start of Project: 02/90 (February 1990)
Start of RCC: 03/90 (March 1990)
End of RCC: 05/90 (May 1990)
End of Project: 08/90 (August 1990)
Country: USA
River: Quail Creek
DMS Co-ordinates: 37˚10'34.76"N, 113˚23'34.62"W
DD Co-ordinates: 37.176323, -113.392952
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.85 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| conduit |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 53 | Low-lime flyash (ASTM Class F) |
