SOIL

In-Situ Soil Testing Equipment, Portable CPT & Vane Shear Testers

Portable in-situ soil testing equipment helps geotechnical teams screen cohesive-soil strength, investigate shallow profiles, and collect cone resistance, sleeve friction, pore pressure, or vane shear data before selecting a full laboratory or drilling program. Handheld readings are rapid estimates; design parameters should be interpreted with the governing method, soil description, sampling, and project-specific correlations.

Standards & Method References

Listed products reference the following field methods where specified. Confirm the applicable edition, probe or vane geometry, calibration, soil conditions, and reporting requirements before ordering.

ASTM D2573/D2573M

ASTM D8121/D8121M

CECS 54:93

ASTM D2573

Technical Compliance & Insights

ASTM D8121/D8121M: Handheld vane shear

Approximate shear strength of cohesive soils using a handheld vane shear device in the field or laboratory.

ASTM D2573/D2573M: Field vane shear

In-situ undrained shear strength testing of saturated fine-grained soils using field vane equipment.

ASTM D5778/D5778M: Electronic CPT and CPTU

Electronic friction cone and piezocone penetration testing. Confirm probe geometry and project compliance because compact mini-CPT configurations may use non-standard cone areas.

Frequently Asked Questions

A pocket penetrometer provides a rapid estimate related to penetration resistance and unconfined compressive strength, while a handheld vane applies torque to estimate undrained shear strength in cohesive soil. Neither replaces a complete laboratory strength program.

Use LS-MVS100 for exposed samples and rapid handheld checks, LS-PVS300 for shallow profiles with extension rods to 3 m, and LS-FV100 when a larger, higher-torque borehole field vane system is required.

Yes. The available configuration combines a mini-CPT probe for tip resistance, sleeve friction, and pore pressure with an electric vane probe and portable data acquisition. Confirm the requested probe area, cable length, and reporting workflow when ordering.

Handheld penetrometer and vane results are screening estimates. Final design values should be supported by the applicable ASTM or local method, soil classification, representative sampling, calibration, and qualified geotechnical interpretation.

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