The　objective　of　this　article　is　to　investigate　the　effects　of　temperature　on　rutting　and　fatigue　cracking　resistance　of　asphalt　binders　based　on　the　time-temperature　superposition　principle　(TTSP).　In　this　study,　the　TTSP　approach　was　employed　to　interpret　the　results　of　multiple　stress　creep　recovery　(MSCR)　and　linear　amplitude　sweep　(LAS)　tests　for　both　neat　and　styrene-butadiene-styrene　(SBS)-modified　asphalt　binders.　The　higher　stress　level　of　3.2　kPa　in　the　standard　MSCR　test　procedure　was　extended　to　10　and　15　kPa　to　verify　the　stress　sensitivity　of　the　nonrecoverable　compliance　(J(nr)).　A　loading　duration　of　5　minutes　in　the　standard　LAS　test　was　extended　to　10　and　15　minutes　to　develop　the　fatigue　failure　criterion　at　different　conditions.　The　results　demonstrate　that　the　time-strain　curves　of　the　neat　binder　during　the　MSCR　tests　under　different　temperatures　can　be　unified　into　a　single　strain　master　curve　using　the　TTSP　shift　factors,　based　on　which　the　predictive　J,　showed　good　agreement　with　the　measured　values.　This　TTSP-based　analysis　approach　does　not　work　well　for　the　MSCR　results　of　the　SBS-modified　binder　at　high　temperatures.　However,　the　fatigue　failure　criterion　determined　from　the　LAS　tests　under　different　temperatures　was　verified　to　be　successfully　constructed　into　a　single　failure　criterion　according　to　the　TTSP　approach　for　both　the　neat　and　SBS-modified　binders.　Therefore,　only　an　additional　caution　is　raised　for　the　TTS-based　analysis　on　rutting　resistance　of　the　modified　binder　in　a　high　temperature　range.