Part 5 - Water Quality
"If you can drink it, you can make concrete with it."
However, good quality concrete can be made with water that would not pass drinking water
standards. Hence, there is no ASTM standard for water quality. However, mixing water can
introduce impurities that could have negative effects on concrete. Water with large
quantities of suspended solids, dissolved solids, or organic material should not be used.
- Suspended
Solids -- High amounts of solids can increase water demand, increase dry
shrinkage, cause efflorescence (excessive leaching of salts which increases porosity and
decrease strength), and affect air-entraining.
- Dissolved
Solids -- A variety of dissolved salts can cause many problems from slower
setting and hardening times to reduced strength. The use of seawater can lead to high
early strengths, but lower 28-day strengths. This is due to high amounts of sulfate, which
cause increased crystallization of ettringite. High amounts of chloride increase the risk
of corrosion of reinforcing bars. Therefore, this should not be used for prestressed
concrete.
- Organic
Material -- Many organic waters from industrial wastes retard hydration and
entrain excessive amounts of air into the concrete. Some waste waters are used to produce
just such set-retarding or air-entraining admixture effects.
ASTM Testing of Water
There are no ASTM standards for water. However, there are two methods for determining
the suitability of water. They involve comparing setting times and compressive strengths
from concretes made with the water in question and distilled water. A water is considered
suitable if the setting time does not differ by more than 30 minutes and the strength is
not reduced by more than 20% when compared with a sample using distilled water.
This website was originally developed by
Charles Camp for his
CIVL 1101 class.
This
site is maintained by the
Department of Civil
Engineering at the
University of Memphis.
Your
comments and questions are more than welcome.
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