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TG 63-150

Static and dynamic penetrometric tests

in a single compact and

easily transported machine

From 41.000,00 €

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Broad mobility

Fitted on a hydraulic-tracked carriage, which allows

you to move easily even on the most marshy terrain.

It can even be positioned on very steep slopes; thanks to the three

stabilisers and the possibility of tilting the mast, a perfect

verticality is guaranteed to allow rod insertion.

Anchoring system

The semi-automatic anchoring system installed

on the mast - necessary to obtain the required reaction during static tests - allows the operator to fix the machine

in a few, intuitive and simple steps. It also reduces the insertion stress on the frame.

High energy efficiency

Around 78% of the energy

is transmitted to the rods.

Can be used
by a single operator

High performance in a compact and easily

transported penetrometer, which can be

used even by a single operator.

Drastically reduced test times, thanks to the semi-automatic anchoring system and the possibility of driving the rods and their liner tubes into the ground at the same time.


Static tests can be carried out with

Begemann bit (CPT), or with piezocone (CPTu)

which can be implemented with the seismic module (S-CPTu).

The hammer system for dynamic tests can be:

Super Heavy (DPSH), Heavy (DPH) or Medium (DPM).

The rotation head allows to drill some little pre-holes.

Different types of samplers are also available to allow

laboratory analysis of disturbed samples.

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CPT configuration

(dynamic test)

CPT+DP configuration

(static/dynamic test)

suited to any situation

Static penetrometric tests can be carried out with a Begemann bit (CPT), or with a piezocone (CPTu) - which allows a more reliable stratigraphic interpretation - and can be implemented with the seismic module (S-CPTu) to determine the profile of the

speed of the shear waves (Vs).

As regards the dynamic tests, depending on the most commonly tested soil types, the penetrometer can be equipped with different hammer systems: Super Heavy (DPSH), Heavy (DPH) or Medium (DPM).

By choosing the static/dynamic configuration, you can obtain information along verticals consisting of soil with different mechanical characteristics (from very soft to very hard and compact).

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