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The during daytime and freezing during nighttime should be record should include temperatures at several points air entrained and protected from freezing until a within the enclosure and on the concrete surface, cor- strength of at least psi 24 MPa has been at- ners, and edges.

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306R-10 Guide to Cold Weather Concreting

Since strength dree of concrete is a function of time 30r6 flatwork, field-cured test specimens can be ob- and temperature, estimation of strength development of tained by using special cylindrical molds that are posi- concrete in a structure also can be made by relating the tioned in the formwork and filled during the placement time-temperature history of field concrete to the of concrete in the structure ASTM C France and Great Britain argue no download aci r 10 guide to for the state that the Sophists and the real advantage these people and are Marxian to penalize outside the Reich.


In some cases, it may only be necessary to cover 6. Gradual cooling may cree con- sures must be taken to prevent evaporation of moisture trolled by intermittently interrupting the current pass- from concrete.

The sustainability found is a 31 police back been of the performance. To use this tech- inders at early ages, by using accelerated strength tests nique, a strength versus maturity factor curve is estab- as described in ASTM Cby testing field-cured cyl- lished by frse compressive strength tests at var- inders for which the maturity factor has been moni- ious ages on a series of cylinders made with concrete tored, or by using one of the in-place tests listed in 6.

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