“…By employing Equation (1), the equivalent time t e24 was calculated for a normal day of the month. The times t 50% , t 70% , and t 85% were required for the concrete to gain 50%, 70%, and 85% of its designed compressive strength, respectively, at the reference temperature (i.e., 20 • C); these were calculated using Equation (2). The times t e50% , t e70% , and t e85% were required for the concrete to gain 50%, 70%, and 85% of its designed compressive strength, respectively, at the site temperature.…”