Our list of current In-situ Testing products are listed below. If you cannot find what you are looking for, please contact us and we will try our best to help you.

Dynamic Cone Penetrometer 8Kg Hammer (Trl Design).

The TRL (Transport Research Laboratory) Dynamic Cone Penetrometer (DCP) is used for rapid in-situ measurement of the structural properties of existing road pavement constructed with unbound materials. The unit incorporates an 8 kg weight with a drop of 575 mm, and a 20 mm diameter cone fitted to the end of the shaft, allowing measurements to be made down to a depth of approximately 850 mm.

Readings are usually taken after a set number of blows, changing the number according to the strength of the layer being penetrated. For good granular bases, readings every five to ten blows are satisfactory, but for weaker sub-base layers and subgrades, readings every one to two blows may be appropriate.

The DCP requires three operators, one to hold the instrument in a vertical position, one to raise the hammer and let it fall and one to record the results. A typical test takes only a few minutes, providing a very efficient method of obtaining information which would otherwise require the excavation of test pits. Where pavement layers have different strengths, boundaries can be identified and layer thickness determined.

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Spare Cone for Dynamic Cone Penetrometer.

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Pocket Penetrometer.

• Direct-reading scale in tons/sq. ft. and kg/sq. cm.
• Ground and polished stainless steel loading piston.
• Calibrated spring and penetrometer body plated for rust resistance and long life.
• Convenient belt-loop style carrying case.
• Optional Adapter Foot for testing very soft materials.

The Pocket Penetrometer was originally developed for use by field personnel in checking visual classification of soils. Data was compiled on several thousand unconfined compressive strength tests of silty clays and clayey soils against the penetrometer readings to develop the scale. 

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Plate Bearing Apparatus Complete. 500kN Capacity

Applications include the determination of bearing capacity of the soil in situ, designing for static loads on spread footings, and repetitive and non-repetitive plate loading tests of soils and flexible pavements.

Manufactured from machined steel plate with a finished thickness exceeding 25 mm. The plate has concentric markings on one face. All plates are supplied with two lifting eyes except for the 150 mm dia plate.

Note: to successfully perform the test, a reaction load is required.

Important: The equipment is used in conjunction with a reaction beam. This is not supplied with the equipment.

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