This paper summarizes a research study on the optimization of concrete pavement mixtures in Indiana. The goal of this research was to select an optimum (in terms of paste content and the replacement level of pozzolanic materials) composition for two types of mixtures: portland cement mixtures containing Class C fly ash and portland cement mixtures containing ground granulated blast furnace slag (GGBFS). The variables studied included the total volume of paste in the mixture (21 – 25%) and the level of cement replacement by either fly ash (14 – 30% of total weight of cementitious materials) or GGBFS (20 – 40% of total weight of cementitious materials). The water:cementitious materials ratio was kept constant at 0.44 and the total mass of cementitious materials varied from 272 to 323 kg/m3 (458 to 545 lb/yd3) for fly ash mixtures and from 274 to 326 kg/m3 (462 to 550 lb/yd3) for GGBFS mixtures. The test matrix of concrete mixtures was statistically designed, analyzed and optimized using of Response Surface Methodology (RSM) in order to find the most desirable combinations of variables studied. A total of 20 different concretes (including two control, cement-only mixtures) were produced and tested in the laboratory. The optimal mixtures were found to contain, respectively, ~29% of fly ash and ~21% of paste, and ~36% of slag and ~21% of paste. However, in anticipation of potential problems with workability while using variable aggregate sources it is recommended that the proposed paste content be increased to 22% for fly ash and to 23% for slag mixtures.
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