SOILS TESTING

  • Water content : BS EN ISO 17892-1:2014
  • Moisture content – oven drying method : BS 1377-2:1990
  • UKAS Accredited
  • Determination of liquid limit by fall cone method : BS EN ISO 17892-12:2018
  • Determination of plastic limit : BS EN ISO 17892-12:2018
  • Liquid limit – cone penetrometer : BS 1377-2:1990
  • Liquid limit – cone penetrometer – one point : BS 1377-2:1990
  • Plastic limit : BS 1377-2:1990
  • Plasticity index : BS 1377-2:1990
  • UKAS Accredited
  • Determination of particle density : BS EN ISO 17892-3:2015
  • Particle density – gas jar : BS 1377-2:1990
  • UKAS Accredited
  • Bulk density – linear measurement : BS EN ISO 17892-2:2014
  • Density – linear measurement : BS 1377-2:1990
  • UKAS Accredited
  • Determination of particle size distribution – sieving method : BS EN ISO 17892-4:2016
  • Determination of particle size distribution – pipette method : BS EN ISO 17892-4:2016
  • Particle size distribution – wet sieving : BS 1377-2:1990
  • Particle size distribution – dry sieving : BS 1377-2:1990
  • Particle size distribution – sedimentation by the pipette method : BS 1377-2:1990
  • SHW Classification
  • UKAS Accredited
  • Organic matter content : BS 1377-3:1990
  • UKAS Accredited
  • Sulphate content of soil and ground water – gravimetric method : BS 1377-3:1990
  • UKAS Accredited
  • Sulphate content of soil and ground water – gravimetric method : BS 1377-3:1990
  • UKAS Accredited
  • Sulphate content of soil and ground water – gravimetric method : BS 1377-3:1990
  • UKAS Accredited
  • Carbonate content – rapid titration method : BS 1377-3:1990
  • UKAS Accredited
  • pH value : BS 1377-3:1990
  • UKAS Accredited
  • Water-soluble chloride content : BS 1377-3:1990
  • Acid-soluble chloride content : BS 1377-3:1990
  • UKAS Accredited
  • Mass loss on ignition : BS 1377-3:1990
  • UKAS Accredited
  • Total dissolved solids : BS 1377-3:1990
  • UKAS Accredited
  • Dry density/moisture content relationship (2.5 kg rammer) :  BS 1377-4:1990
  • Dry density/moisture content relationship (4.5 kg rammer) : BS 1377-4:1990
  • Dry density/moisture content relationship (vibrating hammer) : BS 1377-4:1990
  • UKAS Accredited
  • Moisture condition value (MCV) : BS 1377-4:1990
  • Moisture condition value (MCV) : TRL Report 273:1997
  • UKAS Accredited

  • MCV/moisture content relation : BS 1377-4:1990
  • Moisture condition value (MCV) : BS 1377-4:1990
  • Moisture condition value (MCV) : TRL Report 273:1997
  • UKAS Accredited
  • California Bearing Ratio (CBR) : BS 1377-4:1990
  • UKAS Accredited
  • Incremental loading oedometer test : BS EN ISO 17892-5: 2017
  • One-dimensional consolidation properties : BS 1377-5:1990
  • UKAS Accredited
  • Undrained shear strength in triaxial compression without measurement of pore pressure (definitive method) : BS 1377-7:1990
  • UKAS Accredited
  • Undrained shear strength in triaxial compression with multistage loading and without measurement of pore pressure : BS 1377-7:1990
  • UKAS Accredited
  • Undrained shear strength in triaxial compression without measurement of pore pressure (definitive method) : BS 1377-7:1990
  • UKAS Accredited
  • Shear strength by direct shear (small shearbox apparatus) : BS 1377-7:1990
  • UKAS Accredited
  • Shear strength by direct shear (small shearbox apparatus) : BS 1377-7:1990
  • UKAS Accredited
  • Shear strength by direct shear (large shearbox apparatus) : BS 1377-7:1990
  • Determination of effective angle of internal friction and effective cohesion of earthworks materials : MCHW SHW HMSO Nov 2009, Clause 636
  • Determination of coefficient of friction and adhesion between fill and reinforcing elements for reinforced soil and anchored earth structures : MCHW SHW HMSO Nov2009, Clause 639
  • UKAS Accredited
  • Non UKAS Accredited

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