Civil Engineering Reference
In-Depth Information
T ABLE 6.7
Summary of Effects of Water Impurities on Concrete Quality
Impurity
Effect
Alkali Carbonate
Can retard or accelerate strength test setting and 28-day strength
and Bicarbonate
when total dissolved salts exceed 1000 ppm. Can also aggravate
alkali-aggregate reaction.
Chloride
Corrosion of reinforcing steel is primary concern. Chloride can enter
the mix through admixtures, aggregates, cement, and mixing water,
so limits are expressed in terms of total free chloride ions. ACl limits
water-soluble ion content based on the type of reinforcement:
Prestressed concrete 0.06%
Reinforced concrete exposed to chloride in service 0.15%
Reinforced concrete protected from moisture 1.00%
Other reinforced concrete 0.30%
Sulfate
Can cause expansive reaction and deterioration
Other Salts
Not harmful when concentrations limited to
Calcium Bicarbonate 400 ppm
Magnesium Bicarbonate 400 ppm
Magnesium Sulfate 25,000 ppm
Magnesium Chloride 40,000 ppm
Iron Salts 40,000 ppm
Sodium Sulfide 100 ppm
Sea Water
Do not use for reinforced concrete. Can accelerate strength gain but
reduces ultimate strength. Can aggravate alkali reactions.
Acid Water
Limit concentrations of hydrochloric, sulfuric, and other inorganic
acids to less than 10,000 ppm.
Alkaline Water
Possible increase in alkali-aggregate reactivity.
Sodium hydroxide may introduce quick set at concentrations higher
than 0.5%. Strength may be lowered.
Potassium hydroxide in concentrations over 1.2% may reduce
28-day strength of some cements.
Sanitary Sewage
Water
Dilute to reduce organic matter to less than 20 ppm.
Sugar
Concentrations over 500 ppm can retard setting time and alter
strength development. Sucrose in the range of 0.03 to approximately
0.15% usually retards setting. Concentrations over 0.25% by weight
of cement can accelerate strength gain, but substantially reduce
28-day strength.
Oils
Mineral oil (petroleum) in excess of 2.5% by weight of mix may
reduce strength by 20%.
Algae
Can reduce hydration and entrain air. Do not use water containing
algae.
This waste water is usually generated from truck wash systems, washing of
central mixing plant, storm water runoff from the ready-mix plant yard,
waste water generated from water sprayed dust control, and conveyor wash
down. According to the Water Quality Act (part 116), waste water from
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