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Quail Creek South

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Quail Creek South completed
Quail Creek South completed

Particulars

Owner: Washington County Water Conservancy District

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

SlopeType
VerticalTraditional concrete against formwork

Downstream

SlopeType
VerticalTraditional concrete against formwork
0.85Unformed face of RCC

Spillway

SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)