CIP #12 - Hot Weather Concreting
WHAT is Hot Weather?
Hot weather may be defined as any period of high temperature in which special precautions need to be taken to ensure proper handling, placing, finishing and curing of concrete. Hot weather problems are most frequently encountered in the summer, but the associated climatic factors of high winds, low relative humidity and solar radiation can occur at any time, especially in arid or tropical climates. Hot weather conditions can produce a rapid rate of evaporation of moisture from the surface of the concrete and accelerated setting time, along with other problems. Generally, high relative humidity tends to reduce the effects of high temperature.
WHY Consider Hot Weather?
It is important that hot weather be taken into account when planning concrete projects because of the potential effects on fresh and recently placed concrete. High temperatures alone cause increased water demand, which, in turn, will raise the water-cement ratio and result in lower potential strength. Higher temperatures tend to accelerate slump loss and can cause loss of entrained air. Temperature also has a major effect on the setting time of concrete: Concrete placed under high temperatures will set quicker and can therefore require more rapid finishing. Concrete that is cured at high temperatures at an early age will not be as strong at 28 days as the same concrete cured at temperatures in the range of 70°F (20°C).
High temperatures, high wind velocity, and low relative humidity can affect fresh concrete in two important ways: the high rate of evaporation may induce early plastic shrinkage or drying shrinkage cracking, and the evaporation rate can remove surface water necessary for hydration unless proper curing methods are employed. Thermal cracking may result from rapid drops in the temperature of the concrete, such as when concrete stabs or walls are placed on a hot day followed by a cool night. High temperature also accelerates cement hydration and contributes to the potential for thermal cracking in massive concrete structures.
HOW to Concrete in Hot Weather?
The key to successful hot-weather concreting is:
(1) Recognition of the factors that affect concrete; and
(2) Planning to minimize their effects.
Use proven local recommendations for adjusting concrete proportions, such as the use of water reducing and set retarding admixtures. Modifying the mixture to reduce the heat generated by cement hydration, such as the use of an ASTM Type II moderate heat cement and the use of pozzolans and slag can reduce potential problems with high concrete temperature. Advance timing and scheduling to avoid delays in delivery, placing and finishing is essential. Trucks should be able to discharge immediately and adequate personnel should be available to place and handle the concrete. When possible, deliveries should be scheduled to avoid the hottest part of the day. Limits on maximum concrete temperature may be waived by the purchaser if the concrete consistency is adequate for the placement and excessive water addition is not required.
In the case of extreme temperature conditions or with mass concrete, the concrete temperature can be lowered by using chilled water or ice as part of the mixing water. The ready mixed concrete producer uses other measures, such as sprinkling and shading the aggregate prior to mixing, to help lower the temperature of the concrete.
If low humidity and high winds are predicted, windbreaks, sunscreens, mist fogging, or evaporation retardants may be needed to avoid plastic shrinkage cracking in slabs.
FOLLOW THESE RULES FOR HOT WEATHER CONCRETING
1. Modify concrete mix designs as appropriate. Retarders, moderate heat of hydration cement, pozzolanic
materials, slag, or other proven local solutions may be used. Reduce the cement content of the mixture
as much as possible, while ensuring the concrete strength will be attained.
2. Have adequate manpower to quickly place, finish, and cure the concrete.
3. Limit the addition of water at the job site—add water only on arrival at the job site to adjust the slump.
Water addition should not exceed about 2 to 2.5 gallons per cubic yard (10 to 12 L/m³). Adding water to
concrete that is more than 1.5 hours old should be avoided.
4. Slabs on grade should not be placed directly on polyethylene sheeting or other vapor retarders. Cover the
vapor retarder with a minimum 4-inch (100 mm) layer of compactable, easy-to-trim, granular fill material.
5. On dry and/or hot days, when conditions are conducive for plastic shrinkage cracking, dampen the
subgrade, forms and reinforcement prior to placing concrete, but do not allow excessive water to pond.
6. Begin final finishing operations as soon as the water sheen has left the surface; start curing as soon as
finishing is completed. Continue curing for at least 3 days; cover the concrete with wet burlap and plastic
sheeting to prevent evaporation or use a liquid membrane curing compound, or cure slabs with water (see
CIP 11). Using white pigmented membrane curing compounds will help by indicating proper coverage
and reflecting heat away from the concrete surface.
7. Protect test cylinders at the jobsite by shading and preventing evaporation. Field curing boxes with ice or
refrigeration may be used to ensure maintaining the required 60 to 80°F (17 to 27°C) for initial curing of
cylinders (see CIP 9).
8. Do not use accelerators unless it is common practice to avoid plastic shrinkage cracking and expedite
1. Hot Weather Concreting, ACI 305R, American Concrete Institute, Farmington Hills, MI.
2. Cooling Ready Mixed Concrete, NRMCA Publication No. 106, NRMCA, Silver Spring, MD.
3. Effect of Temperature and Delivery Time on Concrete Proportions, R.D. Gaynor, R.C. Meininger, T.S. Khan, NRMCA Publication
171, NRMCA, Silver Spring, MD.
4. Hot-Weather Concreting, Chapter 11 in Design and Control of Concrete Mixtures, Portland Cement Association, Skokie, IL.
5. Keeping Concrete Cool in the Heat of Summer, K.C. Hover, Concrete Construction, June 1993.
1982, 1989, 2000