Piletest

Piletest is the market leader and pioneer in the field of pile integrity testing. They have set the standards for NDT (Non-Destructive Testing) of deep pile foundations. Their expertise extends to PDA pile testing and pile driving analysis, ensuring comprehensive evaluations of pile performance and quality. In addition, they are also well-versed in high strain dynamic testing, providing critical insights into the structural integrity and load-bearing capacity of piles.

CHUM- Cross Hole Ultrasonic Monitor

CHUM supports the Crosshole Sonic Logging.

The CSL testing (“Cross-hole sonic logging”, “Sonic logging” or “Sonic coring”) method for high resolution testing of piles of any diameter and size.

CHUM -Tomography

While normal (1D) CSL can only show the depth of an anomaly, tomography can help in the visualization of the shape, size, and location of anomalies. Tomography is an analysis and presentation method of captured CSL data that projects the logged results into a two-dimensional (2D) plane or three-dimensional (3D) body.

PET- Pile Eco Tester

PET supports the Pulse-Echo Method (PEM) for pile integrity testing. This pile integrity test method (PIT test, PET “Pulse Echo Testing” or “low strain testing”) performs fast pile quality control tests

BIT- Borehole Inclination Tester

Fast and easy inclination test/verticality test measurement of boreholes, wells, and piles.

Uses a drilling bucket for borehole inclination test and standard CSL tubes for pile inclination measurement.


GPC: The Pile Driving Analysis (PDA) System from Piletest

The GPC system is a cutting-edge Pile Driving Analysis (PDA) system by Piletest. It is designed for both Dynamic Load Testing (DLT) and Pile Driving Monitoring, based on the High Strain Dynamic Load Test method, also referred to as the PDA test.

PSI 2 – Parallel Seismic Instrument

PSI uses the well-known Parallel Seismic method to establish the depth of existing foundations (specifically for a pile or deep foundations) where the superstructure (i.e., existing building) precludes access to the pile heads.