Rocky Gulch

Particulars

Owner: unknown

Designer: Woodward-Clyde Consultants

Contractor: ASI RCC Inc.

Reservoir capacity: unknown

Height: 18 metres

Length: 55 metres

Volume of RCC: 6 m³x10³

Total volume: 7 m³x10³

Start of Project: 05/94 (May 1994)

Start of RCC: 05/94 (May 1994)

End of RCC: 06/94 (June 1994)

End of Project: 07/94 (July 1994)

Country: USA

DMS Co-ordinates: 33˚06'31.08"N, 109˚20'08.07"W

DD Co-ordinates: 33.108631, -109.335571

Slope	Type
Vertical	Traditional concrete against formwork

Slope	Type
0.80	Unformed face of RCC

Slope	Type
none

Layers (mm)	Lifts (mm)
300	300

Cement (kg/m³)
184

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used -