• Pan Type Concrete Mixer

    STANDARDS : EN 1766

    Pan Type Concrete Mixer is designed for mixing fresh concrete in laboratory and  is designed to obtain a homogeneous mixture.

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  • pH Meters

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  • Pinhole Test Apparatus

    STANDARDS : BS 1377:5; ASTM D4647

    Pinhole Test Apparatus is used for evaluating the erodibility of clay soils by flowing water through a small hole that is drilled through the compacted specimen.

    Please…

  • Pipet Method of Sedimentation Analysis

    STANDARDS: BS 1377:2

    The method is used for determining the particle size distribution of very fine soils.

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  • Plastic Concrete Cube Mould,150 X 150 X 150 mm

    STANDARDS : EN 12390-1 / BS 1881:108 / ASTM C192, C39 / AASHTO T23, T126 / NF P18-400

    150 X 150 X 150 Mm, Plastic Concrete Cube Moulds are manufactured in accordance…

  • Plastic Limit Test Set

    STANDARDS : ASTM D4318; AASHTO T90; BS 1377:2; UNE 103-104; UNI 10014

    Plastic limit (PL) is defined as the lowest moisture content of a soil that will permit a sample to be…

  • Plate Loading Test Sets

    STANDARDS : ASTM D 1194 | ASTM D 1195 | ASTM D 1196 | BS 1377

    Plate loading  sets are used to determine the ultimate bearing capacity of compacted foundation and…

  • Platinum Crucible and Lid

    Platinum Crucibles are designed to withstand hard and varied use.

    Reinforced tops and bottoms can be supplied for added strength without adversely affecting capacity or fit of the cover.

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  • Plunger Penetration Apparatus

    STANDARDS : EN 413-2, 459-2, 1015-4

    Apparatus is used to determine the consistency of fresh mortar, building lime and masonry cement.

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  • Pocket Dial Penetrometers

    Pocket  Penetrometers are ideal instruments to determine the penetration resistance of cohesive soil, especially when various range measurements are required.

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  • Pocket Shear Vane Device

     Vane Device is a practical equipment for determining the shear strength of cohesive soils.

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  • Point Load Tester

    The test can be used to estimate other characteristics of intact rocks with which it correlates, such as uniaxial compressive and tensile strength.

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