Jim Wilson (formerly Town Wash Detention)
Download PDF data sheet
Particulars
Owner: unknown
Designer: CH2M - Hill, Redding, California
Contractor: Progressive Contracting Inc.
Statistics
Type: Gravity
Purpose(s): Flood Control
Reservoir capacity: unknown
Height: 18 metres
Length: 264 metres
Volume of RCC: 43 m3x103
Total volume: 45 m3x103
Construction Dates
Start of Project: 01/92 (January 1992)
Start of RCC: 03/92 (March 1992)
End of RCC: 05/92 (May 1992)
End of Project: 06/92 (June 1992)
Country: USA
River: Town Wash
DMS Co-ordinates: 36˚49'32.46"N, 114˚04'22.48"W
DD Co-ordinates: 36.825684, -114.072914
Facings
Upstream
Slope | Type |
---|---|
Vertical | Slip-formed/extruded facing elements |
Downstream
Slope | Type |
---|---|
1.50 | RCC against formwork |
Spillway
Slope | Type |
---|---|
1.50 | RCC against formwork [stepped face] |
Unformed face of RCC [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
200 | 200 |
Cementitious material
Cement (kg/m3) |
---|
107 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
71 | Low-lime flyash (ASTM Class F) |