Which test method should I use?


Is there access to the pile head?

Is that a critical1 pile?

1Critical pile: Uni-pile, high capacity, high cost of failure, corner, sensitive structure, etc



is there access to the side of the pile close to the top?



What do you need to test?



Does the pile exist already?



Were CSL access tubes installed in the pile?



We need some information about this pile...



1Critical pile: Uni-pile, high capacity, high cost of failure, corner, sensitive structure, etc

   

You should use the Pulse-Echo Test method

Pulse-Echo Test method (ASTMD5882-16) is implemented by our PET system

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You should use the Parellel-Seismic method

The Parellel-Seismic method is implemented by our PSI system

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You should use the Borehole Inclination Tester

Borehole Inclination Testing method is implemented by our BIT system

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You should use the Crosshole Ultrasonic Test method

Crosshole Ultrasonic Test method is implemented by our CHUM system

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The ultrasonic test method is sometimes accompanied by tomography, either 2D or 3D


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There is no test method we can recommend

No test method we are familiar with will answer your needs