A Pile Driving Analyzer (PDA) with pile top force and velocity transducers are used to conduct the pile test. Two strain transducers and two accelerometers are attached to the pile head, on opposite sides of the pile to cancel bending effects during hammer impact. The signals of strain and acceleration are conditioned and processed by the PDA. Signals of pile top force and velocity are measured and analysed during each hammerimpact. At the time of testing, PDA compute static pile capacity from pile top force and velocity data. This is subsequently checked with the more rigorous signal matching technique by a computer program ‘CAPWAP’ (Case Pile Wave Analysis Program) to estimate the static load capacity of pile and distribution of soil resistance along pile length.