The　state　of　the　art　of　creep　of　Concrete　Filled　Steel　Tubular　(CFST)　arch　bridges　including　CFST　members　is　presented　in　this　paper.　It　is　delineated　that　researches　on　creep　of　CFST　is　not　mature　and　need　much　study　compare　to　creep　of　plain　concrete　and　reinforced　concrete.　In　comparison　with　the　plain　concrete　members,　creep　magnitude　in　CFST　is　relatively　low　but,　the　duration　is　longer.　Creep　has　much　influence　on　the　deformation,　stress　redistribution　between　steel　tube　and　core　concrete　and　to　reduce　the　buckling　strength　of　CFST　arches;　how　to　implement　the　research　results　on　actual　arch　bridge　design　is　necessary　part　of　research　in　pending.　A　good　creep　prediction　model　is　the　urgent　essence　of　today＇s　design　works　with　CFST　element.