Barnard Creek Canyon Debris Dam
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Particulars
Owner: unknown
Designer: ESI Consultants
Contractor: Nordic Industries
Statistics
Type: Gravity
Purpose(s): Flood Control
Reservoir capacity: unknown
Height: 18 metres
Length: 46 metres
Volume of RCC: 3 m3x103
Total volume: 3 m3x103
Construction Dates
Start of Project: 08/99 (August 1999)
Start of RCC: 11/99 (November 1999)
End of RCC: 11/99 (November 1999)
End of Project: 01/00 (January 2000)
Country: USA
River: Barnard Creek
DMS Co-ordinates: 40˚54'58.74"N, 111˚51'45.25"W
DD Co-ordinates: 40.916317, -111.862572
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 | [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
108 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
84 | Low-lime flyash (ASTM Class F) |