In cold weather, what is the expected increase in set time for every 10 degrees Fahrenheit drop in ambient temperature?

In cold weather, what is the expected increase in set time for every 10 degrees Fahrenheit drop in ambient temperature?

• A. 10 to 15 percent
• B. 20 to 25 percent
• C. 30 to 35 percent
• D. 40 to 45 percent

Answer: (C)

When considering the effect of cold weather on the set time of concrete, it is well-documented that lower temperatures can significantly impact the curing process. Specifically, for every 10 degrees Fahrenheit decrease in ambient temperature, the expected increase in set time typically falls within the range of 30 to 35 percent. This means that if the temperature drops significantly, the concrete will take longer to reach its initial set and subsequently its final properties. Understanding the mechanics at play, lower temperatures slow down the chemical reactions that occur during the hydration process of concrete. This delayed reaction translates into a lengthened time before the concrete can adequately set and gain strength, thus requiring adjustments to construction schedules in colder seasons. The other options provided do not accurately reflect this established range based on industry standards and empirical evidence on concrete performance in varying temperatures.

When considering the effect of cold weather on the set time of concrete, it is well-documented that lower temperatures can significantly impact the curing process. Specifically, for every 10 degrees Fahrenheit decrease in ambient temperature, the expected increase in set time typically falls within the range of 30 to 35 percent. This means that if the temperature drops significantly, the concrete will take longer to reach its initial set and subsequently its final properties.

Understanding the mechanics at play, lower temperatures slow down the chemical reactions that occur during the hydration process of concrete. This delayed reaction translates into a lengthened time before the concrete can adequately set and gain strength, thus requiring adjustments to construction schedules in colder seasons.

The other options provided do not accurately reflect this established range based on industry standards and empirical evidence on concrete performance in varying temperatures.