In the adhesive postinstalled method, headed anchor is anchored into concrete by means of a high strength epoxy resin adhesive. To measure the concrete compressive strength, the metal anchor is “pulled” from the concrete. There occur four types of failure when the metal anchor is pulled out. This paper introduces the rationale of the adhesive postinstalled method to estimate the in-place concrete strength. The embedment depth and the diameter of the reaction ring are specified by experimental phenomenon and theoretical analysis.