We provide a comprehensive range of Aggregates Testing meeting Cyprus and European Standards together with Standard Highways PWD requirements. Mechanical, physical and chemical testing is conducted on a wide range of natural and recycled aggregates to ensure they are fit for purpose. Our Clients are Quaries (EN 12620, EN 13139, EN 13043, EN13242) , Batching Plants , Asphalt Plants, Developers and Contsrtuction Companies

• Water Content Percentage of water based on dry mass of sample._{BS 1097-5}

• Particle Size Distribution Grading Aggregates to determine suitability using grading limits defined in BS Standards and MCHW._{BS EN 933-1}

• Constituents of Coarse Recycled Aggregates  Recycled materials, physical examination to determine the constituent parts and foreign materials within a sample. (Note; this test is not suitable for sands)_{BS EN 933-11}

• Los Angeles (Fragmentation) A common test to indicate the resistance to fragmentation indicating toughness, replaces BS 812 Ten Percent Fines test._{BS EN 1097-2} 

• Micro Deval  Abrasion resistance and durability of aggregates_{BS EN 1097-1}

• Magnesium Sulphate Soundness of aggregates, resistance to disintegration from soaking and crystallising of salts granules._{BS EN 1367-2}

• Particle Density & Water Absorption Particle density, sometimes referred to as specific gravity and absorption to show porosity of the aggregate when used in conjunction with Loose Bulk Density and Voids test._{BS EN 1097-6} 

• Sand Equivalent Test Determines the cleanliness of a fine aggregate. Reports to % sand presence in sample._{BS EN 933-8}

• Methylene Blue  Determines how absorptive the fine fraction (<2mm fraction) of a material is. i.e. harmful fines content._{BS EN 933-9} 

• Particle Shape – Flakiness/Shape Index  Slotted sieves designed to determine flaked / elongated shapes with in the aggregate_{BS EN 933-3/4}

• Loose Bulk Density & Voids With single size material this will provide mass against volume and using PD/WA voidage can be calculated._{BS EN 1097-3}

• Max Dry Density/Optimum Moisture Content (modified Proctor) 5 point test to determine the optimum water content to achieve the best density_{BS EN 13286-4}