In this paper 371 cube specimens of recycled aggregate concrete with 0, 30%, 50% and 100% recycled coarse aggregate replacement percentages were fabricated and tested under laboratory conditions. And then the mean values, the standard deviations as well as the coefficients of variation of compressive strength were calculated. Normal model was used to describe the distributions for the compressive strength; and the Monte-Carlo simulation technique was performed to study the suitability of the distribution for the compressive strength. It is found that the statistical properties for the compressive strength of recycled aggregate concrete do not differ greatly from that of normal concrete. Finally, based on the statistical analysis and the results of Bayes estimations, the standard deviations for the compressive strength of C30 recycled aggregate concrete are proposed.