Olivenhain
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Olivenhain completed
Particulars
Owner: unknown
Designer: Parsons-Harza JV.
Contractor: Kiewit Pacific Co. Ltd.
Statistics
Type: Gravity
Purpose(s): Water Supply
Reservoir capacity: 30 m3x106
Height: 97 metres
Length: 788 metres
Volume of RCC: 1070 m3x103
Total volume: 1140 m3x103
Construction Dates
Start of Project: 06/01 (June 2001)
Start of RCC: 02/02 (February 2002)
End of RCC: 10/02 (October 2002)
End of Project: 07/03 (July 2003)
Country: USA
River: Escondido Creek
DMS Co-ordinates: 33˚04'13.21"N, 117˚08'17.51"W
DD Co-ordinates: 33.070335, -117.138199
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [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) |
|---|
| 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 121 | Low-lime flyash (ASTM Class F) |
