The　linear　amplitude　sweep　(LAS)　test　has　been　proposed　for　fatigue　specifications　of　asphalt　binders.　Recently,　a　newly　developed　fatigue　failure　definition　and　energy-based　failure　criterion　have　been　proposed　for　improving　the　LAS　procedure　and　data　interpreting;　however,　these　improvements　only　affect　LAS　data　conducted　at　a　constant　temperature.　This　paper,　therefore,　discusses　the　loading　temperature　effects　on　LAS-based　binder　fatigue,　damage　evolution,　and　final　fatigue　failure　occurrence.　Experimental　results　indicate　that　both　damage　characteristic　curves　(DCCs)　and　the　failure　criterion　derived　from　the　simplified-viscoelastic　continuum　damage　(S-VECD)　model　are　strongly　affected　by　the　testing　temperature.　However,　the　temperature　shift　factors　determined　from　the　dynamic　shear　modulus　testing　within　the　linear　viscoelastic　domain　have　been　proven　to　be　effective　in　eliminating　the　temperature　influence　for　both　fatigue　DCCs　and　the　failure　criterion.　The　validation　on　binder　phase　demonstrates　that　the　time-temperature　superposition　principle　(TTSP)　shift　factor　is　only　a　function　of　temperature　and　is　independent　of　strain　level.　TTSP　application　on　both　undamaged　and　damaged　material　behaviors　is　able　to　greatly　improve　the　testing　efficiency　of　the　LAS-based　binder　fatigue　characterization.　(C)　2016　American　Society　of　Civil　Engineers.