Concrete　mixes　were　prepared　with　50%　recycled　fine　aggregate　(RFA)　and　50%　natural　fine　aggregates.　The　moisture　states　of　the　RFA　were　controlled　at　oven-dried,　air-dried　and　saturated　surface-dried.　A　shrinkage-restrained　ring　device　with　an　clapboard　was　used　to　study　the　cracking　resistibility　of　recycled　fine　aggregate　concrete　(RFAC).　A　cracking-age　method　and　an　area-method　were　used　respectively　and　also　verified　to　evaluate　the　cracking　resistibility　of　RFAC.　The　study　results　show　that,　keeping　the　recycled　fine　aggregate　content　and　total　water/cement　ratio　constant,　with　the　humidity　increase　in　RFA　from　the　oven-dried　state,　air-dried　state　to　the　saturated　surface-dried　state,　the　cracking　resistibility　of　RFAC　increases.　(C)　2013　Elsevier　Ltd.　All　rights　reserved.