Pile capacities can be estimated basically with two different kind of load test: dynamic and static load test. The comparison between these test results is often impossible to do, because usually only one method is used per site. This paper presents a case study where both methods were used and results compared. The test results showed that the dynamic test with or without CAPWAP analysis correlated very well with static load test results. Test results proved that it is possible to use end bearing small diameter steel pipe piles in the area and dynamic pile load test is cost efficient compared to the static load test.