Bullard Creek
Download PDF data sheet
Bullard Creek completed
Particulars
Owner: unknown
Designer: URS-Greiner-Woodward-Clyde
Contractor: Stimpel-Wiebelhaus Associates
Statistics
Type: Gravity
Purpose(s): Flood Control
Reservoir capacity: 1 m3x106
Height: 16 metres
Length: 110 metres
Volume of RCC: 7 m3x103
Total volume: 7 m3x103
Construction Dates
Start of Project: 10/98 (October 1998)
Start of RCC: 08/99 (August 1999)
End of RCC: —/99 (— 1999)
End of Project: —/99 (— 1999)
Country: USA
River: Bullard Creek
DMS Co-ordinates: 42˚11'31.72"N, 120˚18'31.02"W
DD Co-ordinates: 42.192142, -120.308617
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| v | RCC against formwork [stepped face] |
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 148 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 44 | Low-lime flyash (ASTM Class F) |
