The basic physical and mechanical properties such as unconfined compressive strength, splitting strength and compressive resilience modulus of cement stabilized recycled brick and concrete aggregate(RBCA) mixtures were studied. Four point flexural beam fatigue test on RBCA mixtures with different RBCA contents was conducted. A prediction model of fatigue life of RBCA mixtures based on Weibull distribution was determined and the influence on fatigue performance of mixtures with different RBCA contents was analyzed. The results show that all the unconfined compressive strength, splitting strength and compressive resilience modulus of cement stabilized RBCA mixtures increase at first and then decrease with increasing RBCA content, and the flexural tensile strength also has a similar rule. The fatigue life of the mixture for the same gradation and cement content increases with increasing RBCA content. The fatigue life of RBCA mixtures is increased greatly when the RBCA content is small. The addition of RBCA can improve the fatigue properties of cement stabilized macadam mixture.