C ases of building degradation in construction are usually caused by structural loads that exceed the permit limit. Therefore it is necessary to conduct an evaluation to obtain the appropriate value of the foundation carrying capacity effectively. In the pile foundation there are several methods that can be used in analyzing the bearing capacity of the pile. This study was conducted with the aim of providing information on which method can maximize the piling activities. The main factor in piling is the suitability of the hammer to be used on the bearing capacity of the pile. In analyzing the bearing capacity of the pile can use the static method with in-situ test results, dynamic methods derived from pile records, and wave equations with the help of GRLWEAP software. The ultimate bearing capacity analysis is carried out by using the static method which has an accuracy rate of ± 10% towards the static loading test. The results of the ultimate bearing capacity analysis using the GRLWEAP software are recommended because its produce a value range of ± 5% towards the static loading test.