ASTM C192/C192M-16a
Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

Standard No.
ASTM C192/C192M-16a
Release Date
2016
Published By
American Society for Testing and Materials (ASTM)
Status
Replace By
ASTM C192/C192M-18
Latest
ASTM C192/C192M-19
Scope

3.1 This practice provides standardized requirements for preparation of materials, mixing concrete, and making and curing concrete test specimens under laboratory conditions.

3.2 If specimen preparation is controlled as stipulated herein, the specimens may be used to develop information for the following purposes:

3.2.1 Mixture proportioning for project concrete,

3.2.2 Evaluation of different mixtures and materials,

3.2.3 Correlation with nondestructive tests, and

3.2.4 Providing specimens for research purposes.

Note 1: The concrete test results for concrete specimens made and cured using this practice are widely used. They may be the basis for acceptance testing for project concrete, research evaluations, and other studies. Careful and knowledgeable handling of materials, mixing concrete, molding test specimens, and curing test specimens is necessary. Many laboratories performing this important work are independently inspected or accredited. Practice C1077 identifies and defines the duties, responsibilities, and minimum technical qualification requirements of laboratory personnel and the minimum requirements for equipment used in testing concrete and concrete aggregates.

1.1 This practice covers procedures for making and curing test specimens of concrete in the laboratory under accurate control of materials and test conditions using concrete that can be consolidated by rodding or vibration as described herein.

1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to exposed skin and tissue upon prolonged exposure.2)

ASTM C192/C192M-16a Referenced Document

  • ASTM C1064/C1064M Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete
  • ASTM C1077 Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation
  • ASTM C125 Standard Terminology Relating to Concrete and Concrete Aggregates
  • ASTM C127 Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate
  • ASTM C128 Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate
  • ASTM C138/C138M Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
  • ASTM C143/C143M Standard Test Method for Slump of Hydraulic-Cement Concrete
  • ASTM C172/C172M Standard Practice for Sampling Freshly Mixed Concrete*2024-04-20 Update
  • ASTM C173/C173M Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
  • ASTM C231/C231M Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
  • ASTM C330/C330M Standard Specification for Lightweight Aggregates for Structural Concrete
  • ASTM C403/C403M Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance
  • ASTM C470/C470M Standard Specification for Molds for Forming Concrete Test Cylinders Vertically
  • ASTM C494/C494M Standard Specification for Chemical Admixtures for Concrete
  • ASTM C511 Standard Specification for Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and Concretes
  • ASTM C566 Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
  • ASTM C617/C617M Standard Practice for Capping Cylindrical Concrete Specimens
  • ASTM C70 Standard Test Method for Surface Moisture in Fine Aggregate

ASTM C192/C192M-16a history

  • 2019 ASTM C192/C192M-19 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2018 ASTM C192/C192M-18 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2016 ASTM C192/C192M-16a Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2016 ASTM C192/C192M-16 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2015 ASTM C192/C192M-15 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2014 ASTM C192/C192M-14 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2013 ASTM C192/C192M-13a Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2013 ASTM C192/C192M-13 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2012 ASTM C192/C192M-12a Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2012 ASTM C192/C192M-12 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2007 ASTM C192/C192M-07 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2006 ASTM C192/C192M-06 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2005 ASTM C192/C192M-05 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2002 ASTM C192/C192M-02 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
  • 2000 ASTM C192/C192M-00 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
Standard Practice for  Making and Curing Concrete Test Specimens in the Laboratory



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