Dynamic and quasi-static loading tests for scaled and full-scale FSLRB, a new isolation bearing which consists of a conventional lead rubber bearing (LRB) and a slider bearing in series, are mentioned. The test results show that torsional behavior of LRB part in bi-directional excitation does not affect the limit state of the bearing, and both dynamic and static friction coefficients are accurately estimated by newly proposed equations utilizing effective surface pressure instead of mean surface pressure. As a conclusion, the authors think that the bearing is ready for the practical use in an isolation system with even higher seismic safety.