In this paper, we have introduced the feature extraction for the ultrasonic signal analysis of the undamaged and damaged concrete specimens. Since the concrete has the heterogeneous nature by itself, it has been difficult to classify the feature with using ultrasonic signal which is acquired from the undamaged and damaged concrete specimens. Therefore, in this paper, we proposed the combinational analysis which is using both the damage coefficient and the number of zerocrossing for the feature extraction. And the pulse velocity method and the damage coefficient, which was proposed by Suaris, were reviewed. In this experiment, two types of concrete specimen have been considered: 180kg/㎠ and 240kg/㎠. The ultrasonic signals were acquired in normal direction. As a result, it has been that combinational analysis method, which is proposed in this paper, shows the better performance than the traditional ultrasonic pulse velocity method and the damage coefficient using maximum amplitude of the ultrasonic signal in the feature extraction.