Rocking　piers　can　limit　the　seismic　damage　and　residual　displacement　under　strong　earthquakes　to　maintain　the　post-earthquake　serviceability　of　bridges.　This　article　presents　an　experimental　study　on　the　seismic　response　and　rocking　isolation　of　a　bridge　with　post-tensioned　rocking　piers　exhibiting　negative　rocking　stiffness.　A　1/10　scaled　single-span　bridge　was　precast　and　tested　on　a　shaking　table.　The　experimental　results　show　that　appropriately　designed　unbonded　tendons　can　enhance　the　seismic　stability　of　rocking　bridges　without　serious　loss　of　isolation　efficiency.　The　bridge　model　presented　excellent　post-earthquake　resilience　with　negligible　residual　displacement　and　damage　due　to　enhanced　rocking　interfaces.　In　addition,　a　larger　section　depth　of　the　columns　rendered　ample　stability　but　weaker　isolation　efficiency.