Traditional　evaluation　parameters　for　multiple　stress　creep　recovery　(MSCR)　test　and　linear　amplitude　sweep　(LAS)　test　are　difficult　to　deeply　and　theoretically　characterize　the　high-and　intermediate-temperature　rheo-logical　behaviors　of　polymer　modified　asphalt　(PMA)　binders　and　mastics.　In　this　paper,　one　neat　asphalt　and　four　types　of　PMA　binders　and　mastics　are　selected　(i.e.,　the　rubber　modified　ones,　SBS　modified　ones,　ther-moplastic　elastomer　modified　ones　and　SBS/Rubber　modified　ones).　Two　new　analysis　methods,　i.e.　Burgers　model　and　damage　mechanics-based　crack　growth　model,　are　applied　in　analyzing　the　high-and　intermediate　-temperature　rheological　behaviors　of　PMA　materials　respectively.　The　Burgers　model　results　indicate　adding　filler　decreases　the　viscous　deformation,　and　leads　to　lower　non-recoverable　compliance　in　the　MSCR　test.　The　polymer　modification　transfers　the　delayed　elastic　deformation　to　elastic　deformation,　thus　causing　more　excellent　rutting　resistance.　The　damage　mechanics-based　crack　growth　model　analysis　reveals　that　adding　filler　enhances　the　crack　growth　rate　and　crack　length,　thus　sacrificing　the　fatigue　resistance.　By　contrast,　the　polymer　modification　enhances　the　fatigue　resistance　regardless　of　polymer　types.　Notably,　a　two-stage　pattern　based　on　crack　growth　rate　and　energy　release　rate　was　further　proposed　to　identify　the　crack　initiation　and　propagation　of　PMA　materials.　Specifically,　30%　rubber　modified　asphalt　binders　and　mastics　perform　best　in　both　rutting　and　fatigue　resistance.　Moreover,　PMA　binders　and　mastics　have　strong　correlation　based　on　the　recovery　percentage　and　delayed　elastic　deformation.　The　correlation　of　fatigue　life　between　PMA　binders　and　mastics　is　very　sig-nificant,　however　there　was　no　obvious　correlation　in　terms　of　crack　length.