ASTM C31/C31M-24a
Standard Practice for Making and Curing Concrete Test Specimens in the Field
Standard Practice for Making and Curing Concrete Test Specimens in the Field
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 7
- Дата публикации:
- 1 апреля 2024 г.
- Издание:
- C31/C31M
- ICS:
- 91.100.30
SIGNIFICANCE AND USE 4.1 This practice provides standardized requirements for making, and curing test specimens in the field. This practice also provides requirements for transporting test specimens to the laboratory, and for curing test specimens in the laboratory. Depending on their purpose, test specimens are either standard-cured, or field-cured. 4.2 Uses of the test results of standard-cured test specimens include the following purposes: 4.2.1 Acceptance testing for specified concrete strength, Note 2: Specification C94/C94M requires compressive-strength test specimens for acceptance to be standard-cured. 4.2.2 Checking adequacy of mixture proportions for concrete strength, and 4.2.3 Quality control. 4.3 Uses of test results of field-cured test specimens include: 4.3.1 Estimation of the in place concrete strength, 4.3.2 Comparison with test results of standard cured specimens or with test results from various in-place test methods, 4.3.3 Adequacy of curing and protection of concrete in the structure, 4.3.4 Form or shoring removal time requirements, or 4.3.5 Post-tensioning. SCOPE 1.1 This practice covers procedures for making and curing cylinder and beam specimens from representative samples of fresh concrete for a construction project. 1.2 This practice is not intended for making specimens from concrete not having measurable slump or requiring other sizes or shapes of specimens. 1.3 This practice is not applicable to lightweight insulating concrete or controlled low strength material (CLSM). Note 1: Test Method C495/C495M covers the preparation of specimens and the determination of the compressive strength of lightweight insulating concrete. Test Method D4832 covers procedures for the preparation, curing, transporting and testing of cylindrical test specimens of CLSM. 1.4 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. 1.5 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, health, and environmental 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) 1.6 The text of this standard references notes which provide explanatory material. These notes shall not be considered as requirements of the standard. 1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Abstract
Overview
ASTM C31/C31M-24a - Standard Practice for Making and Curing Concrete Test Specimens in the Field is a widely adopted standard published by ASTM International. This practice outlines precise procedures for making and curing concrete cylinder and beam specimens derived from freshly mixed concrete, enabling consistent field testing for construction projects. It includes requirements for standard curing, field curing, laboratory transport, and subsequent laboratory curing, ensuring reliable evaluation of concrete properties.
Adherence to ASTM C31/C31M is critical for validating concrete performance, fulfilling quality control, and meeting contractual and regulatory obligations. The implementation of this standard supports accurate assessment of concrete strength, uniformity, and durability, critical factors in safe and robust construction.
Key Topics
-
Types of Test Specimens:
- Standard-cured specimens: Prepared and maintained under controlled conditions for acceptance testing, checking mixture proportions, and quality control.
- Field-cured specimens: Cured in the same environment as in-place concrete to estimate actual structural performance.
-
Field and Laboratory Procedures:
- Detailed steps for mixing, molding, consolidating, and finishing both cylinder and beam specimens.
- Requirements for field storage, initial curing, and transportation to laboratories for final curing and testing.
- Use of standardized molds, tamping rods, vibrators, and other apparatus as defined by related ASTM specifications.
-
Environmental Controls:
- Strict temperature and moisture requirements for initial and final curing to assure the accuracy of concrete strength measurements.
- Measures for moisture retention and protection against environmental exposure or damage during transportation.
-
Reporting and Documentation:
- Guidelines for tracking, labeling, and reporting specimen identity, curing methods, sampling location, and fresh concrete test results for traceability and compliance.
Applications
- Acceptance Testing: Ensures delivered concrete meets specified strength requirements before incorporation into permanent structures.
- Mixture Evaluation: Supports verification and adjustment of concrete mixture proportions based on measured performance.
- Quality Control: Provides a basis for ongoing evaluation of concrete quality, enabling early identification of potential material or process issues.
- In-Place Strength Estimation: Field-cured specimens allow for realistic assessment of in-place concrete performance compared to controlled laboratory samples.
- Construction Timing Decisions: Field-cured data helps determine appropriate timing for form removal, shoring decisions, and post-tensioning operations.
Compliance with ASTM C31/C31M is mandated for most public infrastructure and commercial building projects, ensuring construction integrity, safety, and regulatory adherence.
Related Standards
ASTM C31/C31M references and complements several key ASTM and industry standards, including:
- ASTM C94/C94M - Specification for Ready-Mixed Concrete
- ASTM C125 - Terminology Relating to Concrete and Concrete Aggregates
- ASTM C138/C138M - Density, Yield, and Air Content of Concrete
- ASTM C143/C143M - Slump of Hydraulic-Cement Concrete
- ASTM C172/C172M - Sampling Freshly Mixed Concrete
- ASTM C470/C470M - Molds for Forming Concrete Test Cylinders
- ASTM C617/C617M - Capping Cylindrical Concrete Specimens
- ASTM C511 - Moist Rooms, Cabinets, and Storage Tanks for Curing
In addition, methods for lightweight insulating concrete (ASTM C495/C495M) and controlled low strength material (ASTM D4832) provide specialized procedures where ASTM C31/C31M does not apply.
Keywords: ASTM C31/C31M, concrete test specimens, standard curing, field curing, strength testing, concrete quality control, laboratory procedures, concrete standards.
Технические детали
- Технический комитет
- C09 - Concrete and Concrete Aggregates
- SKU
- ASTM C31/C31M-24a
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