Self healing material is a material with self ability to repair its damage. The ability may be obtained by embedding capsules containing self healing agents. Self healing capsule is consisted of core, self healing agents and wall/shell. The present study uses pumice aggregates as core material. Size of pumice aggregates is maintained between 1–1.7 mm. The size is same with that of sand fraction, thus pumice aggregates may fill voids between and protected by coarse aggregates during the compaction process. Oils are used here as self healing agents. Wall/shell is made from epoxy and cement. Epoxy play a role as bridging agents, because it is compatible to aggregates and oils. Cement increases specific gravity of the capsule approximately specific gravity of sand, namely ± 2.5 g/cm3. It is necessary to prevent excessively addition of pumice capsules into asphalt mixture. The final size of pumice capsule is also must be within 1–1.7 mm, to ensure the wall/shell fairly thin and break when receives fracture energy. The presents study compares asphalt concrete without and with pumice capsules addition. Three testing methods are used, namely indirect tensile, deformation strength, and permeability. Indirect tensile strength of asphalt concrete without and with pumice capsules are 1028 kPa and 1745 kPa, respectively. Deformation strength of asphalt concrete without and with pumice capsules are 5.91 MPa and 6.99 MPa. Permeability of asphalt concrete without and with pumice capsules addition are 0.071 cm/s and 0.186 cm/s. The addition of pumice capsules containing oils increases mechanical properties and permeability.