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ASTM C330/C330M-14

(Specification)

Standard Specification for Lightweight Aggregates for Structural Concrete

Standard Specification for Lightweight Aggregates for Structural Concrete

ABSTRACT
This specification covers lightweight aggregates intended for use in structural concrete in which prime considerations are reducing the density while maintaining the compressive strength of the concrete. Procedures covered in this specification are not intended for job control of concrete. Two general types of lightweight aggregates are covered by this specification: aggregates prepared by expanding, pelletizing, or sintering products such as blast-furnace slag, clay, diatomite, fly ash, shale, or slate; and aggregates prepared by processing natural materials, such as pumice, scoria, or tuff. The aggregates shall be composed predominately of lightweight-cellular and granular inorganic material. Lightweight aggregates shall be tested, and should not contain excessive amounts of deleterious substances; and should conform to the specified values of organic impurities, aggregate staining, aggregate loss of ignition, clay lumps and friable particles, loose bulk density, compressive strength, drying shrinkage, popouts, and resistance to freezing and thawing.
SCOPE
1.1 This specification covers lightweight aggregates intended for use in structural concrete in which prime considerations are reducing the density while maintaining the compressive strength of the concrete. Procedures covered in this specification are not intended for job control of concrete.  
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.  
1.2.1 With regard to other units of measure, the values stated in inch-pound units are to be regarded as standard.  
1.3 The text of this standard 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.
Note 1—This specification is regarded as adequate to ensure satisfactory lightweight aggregates for most concrete. It is recognized that it may be either more or less restrictive than needed for some conditions and for special purposes, such as fire resistance, fill, and concrete constructions, the use of which is based on load tests rather than conventional design procedures.

General Information

Status
Historical
Publication Date
14-Apr-2014
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C09 - Concrete and Concrete Aggregates
Drafting Committee
C09.21 - Lightweight Aggregates and Concrete
Current Stage
Ref Project

Relations

Replaced By
ASTM C330/C330M-17 - Standard Specification for Lightweight Aggregates for Structural Concrete
Effective Date
01-May-2017

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REDLINE ASTM C330/C330M-14 - Standard Specification for Lightweight Aggregates for Structural ConcreteREDLINE ASTM C330/C330M-14 - Standard Specification for Lightweight Aggregates for Structural Concrete
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REDLINE ASTM C330/C330M-14 - Standard Specification for Lightweight Aggregates for Structural Concrete
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:C330/C330M −14
Standard Specification for
1
Lightweight Aggregates for Structural Concrete
This standard is issued under the fixed designation C330/C330M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* C39/C39M Test Method for Compressive Strength of Cylin-
drical Concrete Specimens
1.1 This specification covers lightweight aggregates in-
C40 Test Method for Organic Impurities in Fine Aggregates
tended for use in structural concrete in which prime consider-
for Concrete
ations are reducing the density while maintaining the compres-
C114 Test Methods for Chemical Analysis of Hydraulic
sive strength of the concrete. Procedures covered in this
Cement
specification are not intended for job control of concrete.
C127 Test Method for Density, Relative Density (Specific
1.2 The values stated in either SI units or inch-pound units
Gravity), and Absorption of Coarse Aggregate
are to be regarded separately as standard. The values stated in
C128 Test Method for Density, Relative Density (Specific
each system may not be exact equivalents; therefore, each
Gravity), and Absorption of Fine Aggregate
system shall be used independently of the other. Combining
C136 Test Method for Sieve Analysis of Fine and Coarse
values from the two systems may result in non-conformance
Aggregates
with the standard.
C142 Test Method for Clay Lumps and Friable Particles in
1.2.1 With regard to other units of measure, the values
Aggregates
stated in inch-pound units are to be regarded as standard.
C151 Test Method for Autoclave Expansion of Hydraulic
Cement
1.3 The text of this standard references notes and footnotes
which provide explanatory material. These notes and footnotes C157/C157M Test Method for Length Change of Hardened
Hydraulic-Cement Mortar and Concrete
(excluding those in tables and figures) shall not be considered
as requirements of the standard. C192/C192M Practice for Making and Curing Concrete Test
Specimens in the Laboratory
NOTE 1—This specification is regarded as adequate to ensure satisfac-
C496/C496M Test Method for Splitting Tensile Strength of
tory lightweight aggregates for most concrete. It is recognized that it may
Cylindrical Concrete Specimens
be either more or less restrictive than needed for some conditions and for
special purposes, such as fire resistance, fill, and concrete constructions, C567 Test Method for Determining Density of Structural
the use of which is based on load tests rather than conventional design
Lightweight Concrete
procedures.
C641 Test Method for Iron Staining Materials in Light-
weight Concrete Aggregates
2. Referenced Documents
C666/C666M Test Method for Resistance of Concrete to
2
2.1 ASTM Standards:
Rapid Freezing and Thawing
C29/C29M Test Method for Bulk Density (“Unit Weight”)
C702 PracticeforReducingSamplesofAggregatetoTesting
and Voids in Aggregate
Size
C31/C31M Practice for Making and Curing Concrete Test
D75 Practice for Sampling Aggregates
Specimens in the Field
3. Aggregate Types
C33 Specification for Concrete Aggregates
3.1 Twogeneraltypesoflightweightaggregatesarecovered
by this specification, as follows:
1
This specification is under the jurisdiction of ASTM Committee C09 on
3.1.1 Aggregates prepared by expanding, pelletizing, or
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
C09.21 on Lightweight Aggregates and Concrete.
sintering products such as blast-furnace slag, clay, diatomite,
Current edition approved April 15, 2014. Published May 2014. Originally
fly ash, shale, or slate, and
approved in 1953. Last previous edition approved in 2013 as C330–13. DOI:
3.1.2 Aggregates prepared by processing natural materials,
10.1520/C0330_C0330M-14.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or such as pumice, scoria, or tuff.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3.2 The aggregates shall be composed predominately of
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. lightweight-cellular and granular inorganic material.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C330/C330M−14
TABLE 2 Maximum Dry Loose Bulk Density Requirements of
4. Chemical Composition
Lightweight Aggregates for Structural Concrete
4.1 Lightweight aggregates shall not contain excessive
Maximum Dry Loose
amounts of deleterious substances, as determined by the
Bul
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C330/C330M − 13 C330/C330M − 14
Standard Specification for
1
Lightweight Aggregates for Structural Concrete
This standard is issued under the fixed designation C330/C330M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope*
1.1 This specification covers lightweight aggregates intended for use in structural concrete in which prime considerations are
reducing the density while maintaining the compressive strength of the concrete. Procedures covered in this specification are not
intended for job control of concrete.
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.
1.2.1 With regard to other units of measure, the values stated in inch-pound units are to be regarded as standard.
1.3 The text of this standard 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.
NOTE 1—This specification is regarded as adequate to ensure satisfactory lightweight aggregates for most concrete. It is recognized that it may be either
more or less restrictive than needed for some conditions and for special purposes, such as fire resistance, fill, and concrete constructions, the use of which
is based on load tests rather than conventional design procedures.
2. Referenced Documents
2
2.1 ASTM Standards:
C29/C29M Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C33 Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C40 Test Method for Organic Impurities in Fine Aggregates for Concrete
C114 Test Methods for Chemical Analysis of Hydraulic Cement
C127 Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate
C128 Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate
C136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
C142 Test Method for Clay Lumps and Friable Particles in Aggregates
C151 Test Method for Autoclave Expansion of Hydraulic Cement
C157/C157M Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete
C192/C192M Practice for Making and Curing Concrete Test Specimens in the Laboratory
C496/C496M Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens
C567 Test Method for Determining Density of Structural Lightweight Concrete
C641 Test Method for Iron Staining Materials in Lightweight Concrete Aggregates
C666/C666M Test Method for Resistance of Concrete to Rapid Freezing and Thawing
C702 Practice for Reducing Samples of Aggregate to Testing Size
D75 Practice for Sampling Aggregates
3. Aggregate Types
3.1 Two general types of lightweight aggregates are covered by this specification, as follows:
1
This specification is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.21 on
Lightweight Aggregates and Concrete.
Current edition approved Dec. 1, 2013April 15, 2014. Published January 2014May 2014. Originally approved in 1953. Last previous edition approved in 20092013 as
C330–09.–13. DOI: 10.1520/C0330_C0330M-13.10.1520/C0330_C0330M-14.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C330/C330M − 14
3.1.1 Aggregates prepared by expanding, pelletizing, or sintering products such as blast-furnace slag, clay, diatomite, fly ash,
shale, or slate, and
3.1.2 Aggregates prepared by processing natural materials, such as pumice, scoria, or tuff.
3.2 The
...

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SIGNIFICANCE AND USE
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5.2 The difference between the slump flow and J-Ring flow is an indication of the passing ability of the concrete. A difference less than 25 mm [1 in.] indicates good passing ability and a difference greater than 50 mm [2 in.] indicates poor passing ability. The orientation of the mold for the J-Ring test and for the slump flow test without the J-Ring shall be the same.  
5.3 This test method is limited to self-consolidating concrete with nominal maximum size of aggregate of up to 25 mm [1 in.].
SCOPE
1.1 This test method covers determination of the passing ability of self-consolidating concrete (SCC) by using the J-Ring in combination with a mold.  
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 The text of this standard references 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.  
1.4 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. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)  
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.

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ASTM
ASTM C173/C173M-23(Test Method)
Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

SIGNIFICANCE AND USE
4.1 This test method covers the determination of the air content of freshly mixed concrete. It measures the air contained in the mortar fraction of the concrete, but is not affected by air that may be present inside porous aggregate particles.  
4.1.1 Therefore, this is the appropriate test to determine the air content of concretes containing lightweight aggregates, air-cooled slag, and highly porous or vesicular natural aggregates.  
4.2 This test method requires the addition of sufficient isopropyl alcohol, when the meter is initially being filled with water, so that after the first or subsequent rollings little or no foam collects in the neck of the top section of the meter. If more foam is present than that equivalent to 2 % air above the water level, the test is declared invalid and must be repeated using a larger quantity of alcohol. Addition of alcohol to dispel foam any time after the initial filling of the meter to the zero mark is not permitted.  
4.3 The air content of hardened concrete may be either higher or lower than that determined by this test method. This depends upon the methods and amounts of consolidation effort applied to the concrete from which the hardened concrete specimen is taken; uniformity and stability of the air bubbles in the fresh and hardened concrete; accuracy of the microscopic examination, if used; time of comparison; environmental exposure; stage in the delivery, placement and consolidation processes at which the air content of the unhardened concrete is determined, that is, before or after the concrete goes through a pump; and other factors.
SCOPE
1.1 This test method covers determination of the air content of freshly mixed concrete containing any type of aggregate, whether it be dense, cellular, or lightweight.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The inch-pound units are shown in brackets. 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 The text of this standard references notes and footnotes that provide explanatory information. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this 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. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)  
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.

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ASTM
ASTM C138/C138M-23(Test Method)
Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

ABSTRACT
This test method covers determination of the density of freshly mixed concrete and gives formulas for calculating the unit weight, yield or relative yield, cement content, and air content of the concrete. Yield is defined as the volume of concrete produced from a mixture of known quantities of the component materials. The test method shall use the following apparatuses: balance or scale; tamping rod, which is a round straight steel rod having the tamping end rounded to a hemispherical tip; internal vibrator which may have rigid of flexible shafts, preferably powered by electric motors; measure, which is a cylindrical container made of steel or other suitable metal specified herein; strike-off plate; mallet; and scoop of a size large enough so each amount of concrete obtained from the sampling receptacle is representative and small enough so it is not spilled during placement in the measure.
SCOPE
1.1 This test method covers determination of the density (see Note 1) of freshly mixed concrete and gives formulas for calculating the yield, cement content, and air content of the concrete. Yield is defined as the volume of concrete produced from a mixture of known quantities of the component materials.  
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.
Note 1: Unit weight was the previous terminology used to describe the property determined by this test method, which is mass per unit volume.  
1.3 The text of this test method 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 this 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.(Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)  
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.

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  • Standard
    6 pages
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