COLD WEATHER CONCRETING
What is cold weather? Generally we define cold weather as a period when the average daily
temperatures fall below 40 degrees F for more than three days in a row. These conditions
require special precautions when placing, finishing, curing and protecting concrete from the
effects of cold weather. Good construction practices and proper planning are
important.
Tips for protecting concrete in cold weather:
1. Check with your
ready mix producer to discuss heating water or aggregates, increasing cement content, or adding
an accelerating admixture.
2. Use air entrainment if concrete is exposed to freezing during
construction and for all exterior flatwork.
3. Provide a warm subgrade, reinforcing and
forms; don’t place concrete on frozen subgrade.
4. Provide sufficient insulation blankets or
heaters.
5. Cover the concrete with the insulation blankets to conserve the internal heat
generated by the concrete; provide triple insulation at corners and edges.
6. Use heated
enclosures to block wind, keep out cold air and conserve heat.
7. During the first 24 hours,
carbon dioxide produced by unvented combustion heaters can cause soft, dusting floors. Make
sure the carbon dioxide is vented outside the enclosure.
8. Gradually cool the concrete; a
maximum of 50 degree F drop in 24 hours is OK.
What happens to concrete in cold
weather? Freezing Temperatures freeze the mix water, reducing the concrete strength up to
50%. Protect against freezing until it reaches 500 psi compressive strength. Concrete should be
placed and maintained at a temperature above 50 degrees F by insulating or heating it for three
days. As cold weather slows concrete strength gain, increase concrete set time up to one-third
for each 10 degree F decrease in air temperature. If multiple freeze-thaw cycles are expected,
protection should be provided until the concrete reachs 3500 psi compressive strength. One
hundred pounds of extra cement or the use of an accelerator will provide high-early-strength to
reduce protection periods by about one-third. Use of less water will counter-act delays in set
time and allow increased strengths for resistance to freeze-thaw action. Curing of the concrete
surface should not be done with water; a membrane curing system or impervious paper or plastic
sheets will provide the best cold weather curing.