ASTM C1790-21 PDF
Standard Specification for Fly Ash Facing Brick
Standard Specification for Fly Ash Facing Brick
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 3
- Дата публикации:
- 1 июня 2021 г.
- Издание:
- C1790
- ICS:
- 91.100.15
ABSTRACT This specification covers fly ash brick intended for use in masonry, which are made from fly ash, water, and suitable mineral aggregates with or without the inclusion of other materials, and without the use of portland cement. Units that fall under this specification include a fly ash binder that undergoes hydraulic, pozzolanic, alkali-activated, or geopolymer reactions, or any combination thereof. These chemical reactions, in conjunction with the other materials in the units, provide the strength and durability necessary to meet the requirements of this specification. The specification includes cementitious materials, aggregates, and pigments for integrally colored concrete; physical requirements, strength, durability, and shrinkage; permissible variation in dimensions; finish and appearance; sampling and testing; and compliance. A table presents the strength, absorption, and density classification requirements addressed by this specification. SCOPE 1.1 This specification covers fly ash brick intended for use in masonry, which are made from fly ash, water, and suitable mineral aggregates with or without the inclusion of other materials, and without the use of portland cement. This specification covers units intended for use in masonry, in both structural and facing applications. 1.2 Units covered under this specification include a fly ash binder that undergoes hydraulic, pozzolanic, alkali-activated, or geopolymer reactions, or any combination thereof. These chemical reactions, in conjunction with the other materials in the units, provide the strength and durability necessary to meet the requirements of this specification. Note 1: This specification addresses properties of units formed using fly ash, aggregates, and other allowed binders. Although not required by this standard, users may request tests that establish assembly performance such as unit-mortar bond and fire resistance. 1.3 This specification references notes and footnotes, which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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. 1.6 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 C1790-21, Standard Specification for Fly Ash Facing Brick, defines the requirements for fly ash bricks used in masonry applications. These bricks are produced from fly ash, water, and appropriate mineral aggregates, with or without additional materials, and specifically exclude the use of portland cement. Instead, strength and durability are achieved through hydraulic, pozzolanic, alkali-activated, or geopolymer chemical reactions. The standard specifies physical properties, dimensional tolerances, finish and appearance criteria, and testing methods for fly ash facing brick. This specification is published by ASTM International and is intended for both structural and facing applications in construction.
Key Topics
- Material Composition:
- Bricks are made using fly ash, water, and mineral aggregates, without portland cement.
- Allowable binders include pozzolans, slag cement, and silica fume.
- Pigments may be added for integrally colored units.
- Physical Requirements:
- Minimum compressive strength and density classifications (lightweight, medium, normal weight).
- Requirements for maximum water absorption and dimensional tolerances.
- Limits on total linear drying shrinkage to ensure shape retention.
- Durability and Testing:
- Freeze-thaw resistance and mass loss are tested to demonstrate durability.
- Units are evaluated for defects and appearance, with criteria for chipped or cracked units.
- Compliance and Quality Control:
- Guidelines for sampling and testing procedures.
- Acceptance or rejection based on conformance to physical, dimensional, and appearance criteria.
- Environmental Scope:
- Exclusion of portland cement supports initiatives using recycled materials and lower embodied carbon in masonry.
Applications
Fly ash facing bricks specified by ASTM C1790-21 are widely used in:
- Commercial and Residential Masonry: For construction of durable, environmentally sustainable facades and structural walls.
- Public Infrastructure: Including retaining walls, civic buildings, and architectural features that require consistent appearance and performance.
- Structural and Non-Structural Components: These bricks are suitable for both load-bearing and decorative elements in building design.
- Sustainable Construction Projects: Fly ash bricks contribute to improved sustainability by incorporating industrial byproducts, supporting recycling efforts, and minimizing reliance on traditional cementitious materials.
This standard provides a reliable basis for manufacturers, designers, specifiers, and builders to ensure consistent quality, performance, and aesthetics in masonry construction projects using fly ash facing bricks.
Related Standards
The following ASTM standards are referenced within ASTM C1790-21 and provide additional details on materials, testing, and definitions:
- ASTM C33 - Specification for Concrete Aggregates
- ASTM C140 - Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
- ASTM C331 - Specification for Lightweight Aggregates for Concrete Masonry Units
- ASTM C426 - Test Method for Linear Drying Shrinkage of Concrete Masonry Units
- ASTM C618 - Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
- ASTM C979 - Specification for Pigments for Integrally Colored Concrete
- ASTM C989 - Specification for Slag Cement for Use in Concrete and Mortars
- ASTM C1232 - Terminology for Masonry
- ASTM C1240 - Specification for Silica Fume Used in Cementitious Mixtures
- ASTM C1645 - Test Method for Freeze-thaw and De-icing Salt Durability of Solid Concrete Interlocking Paving Units
Utilizing ASTM C1790-21 ensures the production and use of high-quality fly ash facing bricks, supporting innovation, sustainability, and performance in modern masonry construction.
Технические детали
- Технический комитет
- C15 - Masonry – Manufactured Masonry Units, Mortars and Grouts
- SKU
- ASTM C1790-21
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…