In order to investigate the pavement performance of cement stabilized municipal solid waste incineration bottom ash aggregate (BAA) and crushed stones, natural aggregate were replaced by BAA (0 9.5 mm) with different percentages to prepare the mixture. Then the performance including compaction characteristic, unconfined compressive strength, splitting strength, compressive modulus of resilience, shrink characteristic and frost resistance was tested. The results show that BAA increases the optimum waster and decreases the maximum density of the mixture. The unconfined compressive strength, the splitting strength, the compressive modulus of resilience and the frost resistance of the mixture contained BAA are lower than those of the control mixture. The use of BAA increases the long term dry shrinkage strain of the specimens, while decreases the sensitivity to water loss. Moreover, when the dosage of BAA does not exceed 30% of the aggregates, both the temperature shrinkage strain of the specimens and the sensitivity to temperature can be decreased. Based on the performance analysis, it is recommended that the dosage of BAA is 20% to 30%.