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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, -65.376160

Facings

Upstream

SlopeType
VerticalTraditional concrete against formwork

Downstream

SlopeType
  

Spillway

SlopeType
  

Placement

Layers (mm)Lifts (mm)
200400

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
25Natural pozzolan (ASTM Class N)