Participation in the CCIL Certification Programs requires that each laboratory implement a quality system that involves an internal audit program.
A series of checklists are provided to assist in the auditing of test procedures.

  • C117 Materials Finer than 75um Sieve in Mineral Aggregates by Washing
  • C127 Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate
  • C128 Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate
  • C131 Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
  • C136 Sieve Analysis of Fine and Coarse Aggregates
  • C40 Organic Impurities in Fine Aggregate for Concrete
  • C666 Resistance of Concrete to Rapid Freezing and Thawing
  • C672/672M Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals
  • C702 Reducing Samples of Aggregate to Testing Size
  • C88 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate
  • CSA A23.2-24A Resistance of Unconfined CA to Freezing and Thawing
  • CSA A23.2-25A Detection of Alkali-Silica Reactive Aggregate by Accelerated Expansion of Mortar Bars
  • CSA A23.2-26A Alkali-Carbonate Reactivity
  • D1557 Laboratory Compaction Characteristics of Soil Using Modified Effort
  • D2434 Permeability of Granular Soils
  • D3042 Insoluble Residue in Carbonate Aggregates
  • AASHTO T88 Particle Size Analysis of Soils
  • D4318 Liquid Limit, and Plasticity Index of Soils
  • D4791 Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate
  • D5821 Determining the Percentages of Fractured Particles in Coarse Aggregate
  • D6928 Resistance of CA to Degradation by Abrasion in the Micro Deval Apparatus
  • D698 Laboratory Compaction Characteristics of Soil Using Standard Effort
  • D7428 Resistance of FA to Degradation by Abrasion in the Micro Deval Apparatus
  • D854 Specific Gravity of Soils
  • AASHTO T304 Uncompacted Void Content of Fine Aggregate
  • ASTM D2419/ AASHTO T176 Sand Equivalent Test
  • LS 609 Petrographic Analysis of Coarse Aggregate