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Quality Management System
R18 - Establishing and Implementing a Quality System for Construction Materials Testing Laboratories -
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Aggregate Testing Standards
R76 / C702 - Reducing Samples of Aggregate to Testing SizeT11 / C117 - Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by WashingT19 / C29 - Bulk Density ('Unit Weight') and Voids in AggregateT21 / C40 - Organic Impurities in Fine Aggregates for ConcreteT27 / C136 - Sieve Analysis of Fine and Coarse AggregatesT84 / C128 - Specific Gravity (Relative Density) and Absorption of Fine AggregateT85 / C127 - Specific Gravity and Absorption of Coarse AggregateT95 / C131 - Resistance to Abrasion of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles MachineC535 - Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and ImpactT104 / C88 - Soundness of Aggregate by Use of Sodium Sulfate or Magnesium SulfateT255 / C566 - Total Moisture Content of Aggregate by DryingT327 / D6928 - Resistance to Abrasion by Micro-Deval (Coarse Aggregate) -
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Concrete Testing Standards
M201 / C511 - Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and ConcretesR39 / C192 - Making and Curing Concrete Test Specimens in the LaboratoryR60 / C172 - Sampling Freshly Mixed ConcreteR100 / C31 - Making and Curing Concrete Cylinder Test Specimens in the FieldT22 / C39 - Compressive Strength of Cylindrical Concrete SpecimensT119 / C143 - Slump of Hydraulic Cement ConcreteT121 / C138 - Density (Unit Weight), Yield, and Air Content of ConcreteT152 / C231 - Air Content of Freshly Mixed Concrete by the Pressure MethodT196 / C173 - Air Content of Freshly Mixed Concrete by the Volumetric MethodT231 / C617 - Capping Cylindrical Concrete Specimens (6000 psi and below)T277 - Electrical Indication of Concrete’s Ability to Resist Chloride Ion PenetrationT309 / C1064 - Temperature of Freshly Mixed Portland Cement Concrete -
