Mass Concrete Adiabatic Temperature Rise Screen (ACI 207)

How hot a thick concrete placement will run, and whether it needs a cooling plan.

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Example

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Checked against published worked examples from: B. Gajda and M. VanGeem (after PCA Design and Control, 13th ed.).

Details, formula, and sources

ScopeScreens mass-concrete heat: rise = cementitious x coefficient / 100; peak = placing + rise. A rich 600 lb/cy mix at 12 degF/100lb gains 72 degF and, placed at 70 degF, peaks near 142 degF - past the ~35 degF differential that governs cracking, so it needs cooling. A leaner 400 lb/cy slag mix at 8 degF/100lb gains only 32 degF. A screen, not a thermal analysis; the mix data sets the coefficient and the EOR governs.

Formula or tabledelta_t_f = cementitious_lb_per_cy x rise_f_per_100lb / 100; peak_temp_f = placing_temp_f + delta_t_f; exceeds_screen = delta_t_f > diff_limit_f.

Source and editionACI 207 adiabatic temperature-rise identity by name (rise = cementitious x coefficient; peak = placing + rise); a first-order screen.

Free accessThe adiabatic-rise screen is public first-order arithmetic; the rise coefficient and the thermal-control plan come from the mix data and the engineer of record.

What governsEstimate. AHJ and licensed professional govern.

API field namescementitious_lb_per_cy, rise_f_per_100lb, placing_temp_f, diff_limit_f, delta_t_f, peak_temp_f

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