ASTM C617/C617M-23 PDF
Standard Practice for Capping Cylindrical Concrete Specimens
Standard Practice for Capping Cylindrical Concrete Specimens
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 6
- Дата публикации:
- 1 октября 2023 г.
- Издание:
- C617/C617M
- ICS:
- 91.100.30
SIGNIFICANCE AND USE 3.1 This practice describes procedures for providing plane surfaces on the ends of freshly molded concrete cylinders, hardened cylinders, or drilled concrete cores when the end surfaces do not conform with the planeness and perpendicularity requirements of applicable standards. Practice C1231/C1231M describes alternative procedures using unbonded caps or pad caps. SCOPE 1.1 This practice covers apparatus, materials, and procedures for capping freshly molded concrete cylinders with neat cement and hardened cylinders and drilled concrete cores with high-strength gypsum paste or sulfur mortar. 1.2 The text of this standard refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.3 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. Combining values from the two systems may result in non-conformance with the standard. 1.4 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. For specific precaution statements see 4.3.1 and 6.2.4.1. 1.5 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 C617/C617M-23: Standard Practice for Capping Cylindrical Concrete Specimens provides recognized procedures for preparing plane surfaces on the ends of cylindrical concrete specimens, including freshly molded cylinders, hardened concrete cylinders, or drilled concrete cores. This standard is critical for ensuring reliable compressive strength testing by addressing the planeness and perpendicularity of specimen ends, which may otherwise not meet requirements specified in applicable standards. ASTM C617/C617M sets out equipment specifications, materials, and step-by-step methods for capping, utilizing neat cement paste, high-strength gypsum paste, or sulfur mortar, and aligns with international standardization principles.
Key Topics
- Capping Materials and Methods:
Defines acceptable materials and their application, including:
- Neat hydraulic cement paste for freshly molded cylinders
- High-strength gypsum paste and sulfur mortar for hardened cylinders and cores
- Equipment and Alignment: Details the requirements for capping plates, alignment devices, and melting pots for sulfur mortar, ensuring proper geometry and safe handling.
- Qualification and Quality Control: Outlines qualification requirements for capping materials, including test procedures to demonstrate compliance with compressive strength, cap thickness, and consistency.
- Safety and Environmental Considerations: Highlights potential hazards, especially when working with molten sulfur mortar, and underscores the need for proper ventilation, protective equipment, and adherence to safety protocols.
- Precision in Planeness and Perpendicularity: Specifies acceptable tolerances for cap flatness and alignment, essential for reproducible and accurate compressive strength testing.
Applications
- Testing Laboratory Procedures: Laboratories conducting compressive strength tests on concrete specimens use this standard to achieve reliable, standardized end conditions, enabling accurate measurement of material properties.
- Construction Quality Control: Construction companies and quality control agencies reference this standard when preparing test specimens to ensure results meet project specifications and regulatory requirements.
- Research and Development: Academic and industrial research that involves material testing or development of new capping compounds applies ASTM C617/C617M to validate experimental consistency.
- Evaluation of Field Cores: Engineers and inspectors rely on these procedures for preparing drilled concrete cores to assess in-situ concrete quality in existing structures.
Compliance with ASTM C617/C617M-23 improves the repeatability and comparability of strength results, minimizes the risk of testing errors due to improper capping, and supports global recognition of concrete testing practices.
Related Standards
For comprehensive quality control in concrete testing, ASTM C617/C617M-23 is often used alongside other widely referenced standards, including:
- ASTM C1231/C1231M - Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Cylindrical Concrete Specimens (provides alternative capping procedures)
- ASTM C109/C109M - Test Method for Compressive Strength of Hydraulic Cement Mortars
- ASTM C150/C150M - Specification for Portland Cement
- ASTM C472 - Test Methods for Physical Testing of Gypsum, Gypsum Plasters, and Gypsum Concrete
- ASTM C595/C595M - Specification for Blended Hydraulic Cements
- ANSI B46.1 - Standard for Surface Texture (Surface Roughness, Waviness, and Lay)
Practical Value
Adhering to ASTM C617/C617M-23 ensures concrete cylinder and core specimen ends are consistently prepared to the highest standards, optimizing accuracy in compressive strength testing. This promotes confidence in concrete quality assessments across construction, infrastructure, and research applications. Proper implementation of this practice reduces variability, supports compliance with international and local regulations, and enables reliable data for critical decision-making in the concrete industry.
Keywords: capping cylindrical concrete specimens, ASTM C617, concrete compressive strength, cement paste capping, gypsum paste capping, sulfur mortar capping, concrete testing standards, concrete laboratory procedures.
Технические детали
- Технический комитет
- C09 - Concrete and Concrete Aggregates
- SKU
- ASTM C617/C617M-23
Похожие стандарты
Другие стандарты ASTM
ASTM-TPT-47
Phase I & Phase II Environmental Site Assessment Processes
Phase I & Phase II Environmental Site Assessment Processes
ASTM-TPT-8
Phase I Environmental Site Assessment Practices For Commercial Real Estate: Phase I Site Assessment & Transac…
ASTM-TPT-1137
ASTM D975 Standard Specification for Diesel Fuel
ASTM D975 Standard Specification for Diesel Fuel
ASTM-TPT-1202
ASTM D8421 Standard Test Method for Determination of Per- and Polyfluoroalkyl Substances (PFAS) in Aqueous Ma…
ASTM D8421 Standard Test Method -- eLearning Course
ASTM-TPT-691
Microaprendizagem para D4057: Amostragem de ponto (PT)
D4057 Microlearning: Spot Sampling Portuguese
ASTM-TPT-1091
Metodo de prueba estandar D4052 de ASTM -- Curso de aprendizaje electrónico (ES)
Modulo eLearning para ASTM D4052 en espanol
ASTM ACEM20180086
Using Neutron Radiography to Quantify the Settlement of Fresh Concrete
Specifications have been implemented for concrete bridge decks in North America that restrict the use of higher slump concrete mixtures primarily because of concerns about differential settlement and…
ASTM ACEM20180041
Experimental Study of Competing Failure of Reinforced Concrete Based on the Weibull Distribution
To predict the failure lifetime of reinforced concrete, a current accelerating corrosion test was performed on concrete by simulating the environment in an area with saline soil. To study the concret…