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Cold weather protection periods

ACI 306R-16 Table 7.2

Table 7.2 gives the minimum protection period, in days, for concrete kept at the Table 5.1 Line 1 minimum temperature. It depends on the load the concrete will carry, whether it is exposed to the weather, and whether the mix is normal set or accelerated set.

  • No load, not exposed: 2 days normal set, 1 day accelerated set.
  • No load, exposed: 3 days normal set, 2 days accelerated set.
  • Partial load, exposed: 6 days normal set, 4 days accelerated set.
  • Full load: refer to Chapter 8.

Reading the right cell

Most errors come from reading the neighbouring cell:

  • Normal-set, no load, exposed is 3 days. 2 days belongs to no load, not exposed (normal set) or to no load, exposed (accelerated set).
  • Accelerated-set, partial load, exposed is 4 days. 6 days is the normal-set figure for the same row.

Check three things before reading a number: the load, the exposure, and the set.

Converting to hours

The table notes that a day is a 24-hour period. Multiply days by 24:

  • Partial load, exposed, accelerated set: 4 × 24 = 96 hours.
  • Using the normal-set 6 days gives 144 hours, the wrong row.
  • 48 hours is the 2-day no-load, exposed, accelerated-set figure; 72 hours is the 3-day no-load, exposed, normal-set figure.

Protection is not stripping time

ACI 306R-16 §8.1 says the Table 7.2 protection periods do not provide enough strength for removing forms or shores. Using them as stripping times is the common error.

  • Forms and shores do not come off as soon as the Table 7.2 period ends.
  • There is no rule to pull shores at the end of the period and keep forms 24 hours more.
  • 500 psi is the freeze-protection strength, not a form or shore removal criterion.

Table 7.2 answers one question only: how long to keep the concrete protected from the cold.

Knowledge check

3 questions on what you just read. Each answer shows the full explanation and its source.

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