In order to select the optimum type of seamless expansion joint asphalt binder and improve the high temperature stability of the seamless expansion joint, the basic performance test, dynamic shear temperature scanning test and multi stress creep recovery test of three kinds of seamless expansion joint asphalt binders were carried out. The high temperature performance of three kinds of seamless expansion joint asphalt binders was evaluated by softening point, rutting factor and phase angle, creep recovery rate and non returnable creep compliance, and the consistency and discrimination were analyzed, which were verified with the rutting test of the mixture. The test results show that due to the high rubber content of the elastomeric binder and its high delay elastic recovery ability, the consistency of high temperature performance evaluation of seamless expansion joint asphalt binder is biased by softening point and rutting factor adopted in the current seamless expansion joint rubber specifications at home and abroad. As the viscoelastic properties based on the multi stress creep recovery test have good consistency and obvious discrimination, it is recommended to use the multi stress creep recovery test with more reliable discrimination and consistency as the key control index for evaluating the high temperature performance of seamless expansion joint asphalt binder.