Las Tunas
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Particulars
Owner: unknown
Designer: RED Ingeniería SRL
Contractor: Horacio Catalán SRL
Statistics
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
Reservoir capacity: 101 m3x106
Height: 33 metres
Length: 259 metres
Volume of RCC: 30 m3x103
Total volume: 56 m3x103
Construction Dates
Start of Project: 02/09 (February 2009)
Start of RCC: 09/10 (September 2010)
End of RCC: 02/11 (February 2011)
End of Project: 12/11 (December 2011)
Country: Argentina
River: Las Tunas
DMS Co-ordinates: 28˚14'14.65"S, 65˚22'34.18"W
DD Co-ordinates: -28.237402, -65.37616
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
200 | 400 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
25 | Natural pozzolan (ASTM Class N) |