in hot weather:**At higher temperature (about 100 degree Fahrenheit or 38 degree
Fahrenheit) hydration of cement is faster so the produced concrete has high
strength at first but it is reduced at the last. Due to the faster chemical
activity rapid setting and rapid evaporation of water causes difficulty in
mixing, placing and curing. Evaporation of water causes shrinkage and subsequent
cooling would introduce tensile stresses and cracking.Hence, for hot weather
concreting, the temperature of concrete make at the site should be less than 60
degree Fahrenheit and should not be greater than 40 degree Fahrenheit (i.e. 16
degree Celsius – 29 degree Celsius).


  1. Shading to the aggregates, cement and the mixture should be given to keep
    the temperature low.
  2. Cold water sprinkling over aggregate can be done to reduce the temperature
    of aggregate.
  3. Mixing water tanks and pipes should be thermally insulated.
  4. Use of crushed ice is useful to lower the temperature of mix. But ice should
    be changed to liquid at mixing stage.
  5. Working at night and protection of the work from direct sun rays can control
    rapid hardening and frying of concrete.
  6. For curing, moisture-retaining materials, sprinklers may be used to keep the
    concrete cool.

Concreting in cold weather:

At freezing temperature the following effects may be seen;

  1. After placing, if freezing occurred, setting of cement is interrupted.
  2. If freezing is before gaining of sufficient strength, the formation of ice
    causes disruption in strength gaining.
  3. If freezing takes place after full hydration, no water is left in the gel
    pores due to full utilization of water in reaction then the concrete will be
    able to withstand freezing action without damage.

** Precautions:**

Mixing water may be heated to increase the temperature of the fresh concrete. It
is heated to no > 60 � 80 degree Celsius because of flash set.

  1. Cement shouldn�t be in contact with hot water.
  2. If heating of water doesn�t raise the temperature, the aggregates mat be
    heated by passing steam through coils for uniform heating.
  3. Aggregates should not be heated above 52 degree Celsius.
  4. To control the temperature of concrete in early stages after placing the
    following methods are employed;
  • Use of cements containing more C3S and C3A which produces more heat and
    creates low initial setting time.
  • Use of accelerators such as calcium chloride, which makes the initial and
    final setting time lower and helps to achieve greater strength (than that of
    concrete without it) in cold weather concreting.
  • Concreting shouldn�t be done in frozen surfaces.