Bear Creek
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Particulars
Owner: unknown
Designer: Paul C. Rizzo & Associates
Contractor: ASI Constructors, Inc.
Statistics
Type: Gravity
Purpose(s): Flood Control / Water Supply
Reservoir capacity: 47 m3x106
Height: 27 metres
Length: 292 metres
Volume of RCC: 60 m3x103
Total volume: 69 m3x103
Construction Dates
Start of Project: 01/08 (January 2008)
Start of RCC: 10/08 (October 2008)
End of RCC: 05/09 (May 2009)
End of Project: 06/09 (June 2009)
Country: USA
River: Bear Creek
DMS Co-ordinates: 34˚23'54.47"N, 87˚59'20.65"W
DD Co-ordinates: 34.398464, -87.989067
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
77 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
77 | Low-lime flyash (ASTM Class F) |