Trout Creek
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Particulars
Owner: unknown
Designer: Steve Spann
Contractor: ASI RCC Inc.
Statistics
Type: Gravity
Purpose(s): Irrigation / Recreation
Reservoir capacity: 1 m3x106
Height: 31 metres
Length: 38 metres
Volume of RCC: 9 m3x103
Total volume: 10 m3x103
Construction Dates
Start of Project: 08/99 (August 1999)
Start of RCC: 04/00 (April 2000)
End of RCC: 05/00 (May 2000)
End of Project: 07/00 (July 2000)
Country: USA
River: Trout Creek
DMS Co-ordinates: 38˚48'21.85"N, 106˚05'15.55"W
DD Co-ordinates: 38.806068, -106.087654
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete 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) |
---|
163 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |