Dry Comal Creek
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Dry Comal Creek completed
Particulars
Owner: unknown
Designer: Freese and Nichols, Inc.
Contractor: ASI Constructors, Inc.
Statistics
Type: Gravity
Purpose(s): Flood Control
Reservoir capacity: 4 m3x106
Height: 26 metres
Length: 457 metres
Volume of RCC: 62 m3x103
Total volume: 67 m3x103
Construction Dates
Start of Project: 10/11 (October 2011)
Start of RCC: 03/12 (March 2012)
End of RCC: 08/12 (August 2012)
End of Project: 12/12 (December 2012)
Country: USA
River: Dry Comal Creek
DMS Co-ordinates: 29˚40'7.13"N, 98˚12'31.78"W
DD Co-ordinates: 29.668648, -98.208832
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.80 | [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | High-lime flyash (ASTM Class C) |
