Soils & Aggregates
Laboratory Testing Services

Technician performing PI test. The PI is the difference between the liquid limit and the plastic limit (PI = LL-PL). Soils with a high PI tend to be clay, those with a lower PI tend to be silt, and those with a PI of 0 (non-plastic) tend to have little or no silt or clay.

PACS chemical laboratory department is leading the way with our electrochemical/chemical analysis to test soil for sulfate, sulfide, chloride, Ph, resistivity, soundness, along with cement content (titration) of soil-cement mixtures.

  • Moisture-Density Relations (Standard, Modified Proctor, TEX-113-E, and TEX-114-E)
  • Atterberg Limits (Liquid Limit/Plastic Limit)
  • Soil Classification
  • Fineness Modulus
  • Magnesium Soundness
  • Resistivity
  • Percent Lime in Aggregates
  • Electrical Resistivity Measurement of Soils
  • Gradation
  • LA Abrasion
  • Moisture Content of Soils
  • Organic Impurities
  • Sand Equivalent
  • Unit Weight
  • Unconfined Compression
  • Crushed Face Count
  • Soundness (Magnesium and Sodium Sulfate)
  • Bearing Capacity (CBR Lab, Field, Static Cone)
  • C-33 (Coarse and Fine Aggregate)
  • Clay Lumps/Friable Particles
  • Fine Aggregate Angularity
  • Flat & Elongated
  • Freeze/Thaw
  • Lightweight Particles
  • Wet Ball Mill Test
  • Determining Deleterious Materials
  • Triaxle Compression

Quality - Consistency - Quick Turn Around

We provide quality services that our customers demand and have come to expect.