ASTM C330/C330M-09

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-Dec-2009
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: C09 - Concrete and Concrete Aggregates
• Drafting Committee: C09.21 - Lightweight Aggregates and Concrete

Relations

• Replaced By: ASTM C330/C330M-13 - Standard Specification for Lightweight Aggregates for Structural Concrete
• Effective Date: 01-Dec-2013

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 −09
StandardSpecification 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* C40 Test Method for Organic Impurities in Fine Aggregates
for Concrete
1.1 This specification covers lightweight aggregates in-
C114 Test Methods for Chemical Analysis of Hydraulic
tended for use in structural concrete in which prime consider-
Cement
ations are reducing the density while maintaining the compres-
C136 Test Method for Sieve Analysis of Fine and Coarse
sive strength of the concrete. Procedures covered in this
Aggregates
specification are not intended for job control of concrete.
C142 Test Method for Clay Lumps and Friable Particles in
1.2 The values stated in either SI units or inch-pound units
Aggregates
are to be regarded separately as standard. The values stated in
C151 Test Method for Autoclave Expansion of Hydraulic
each system may not be exact equivalents; therefore, each
Cement
system shall be used independently of the other. Combining
C157/C157M Test Method for Length Change of Hardened
values from the two systems may result in non-conformance
Hydraulic-Cement Mortar and Concrete
with the standard.
C192/C192M Practice for Making and Curing Concrete Test
1.2.1 With regard to other units of measure, the values
Specimens in the Laboratory
stated in inch-pound units are to be regarded as standard.
C496/C496M Test Method for Splitting Tensile Strength of
Cylindrical Concrete Specimens
1.3 The text of this standard references notes and footnotes
which provide explanatory material. These notes and footnotes C567 Test Method for Determining Density of Structural
Lightweight Concrete
(excluding those in tables and figures) shall not be considered
as requirements of the standard. C641 Test Method for Iron Staining Materials in Light-
weight Concrete Aggregates
NOTE 1—This specification is regarded as adequate to ensure satisfac-
C666/C666M Test Method for Resistance of Concrete to
tory lightweight aggregates for most concrete. It is recognized that it may
Rapid Freezing and Thawing
be either more or less restrictive than needed for some conditions and for
special purposes, such as fire resistance, fill, and concrete constructions, C702 PracticeforReducingSamplesofAggregatetoTesting
the use of which is based on load tests rather than conventional design
Size
procedures.
D75 Practice for Sampling Aggregates
2. Referenced Documents
2.2 ACI Standards:
2 ACI 211.2 Standard Practices for Selecting Proportions for
2.1 ASTM Standards:
3
Structural Lightweight Concrete
C29/C29M Test Method for Bulk Density (“Unit Weight”)
and Voids in Aggregate
3. Aggregate Types
C31/C31M Practice for Making and Curing Concrete Test
Specimens in the Field
3.1 Twogeneraltypesoflightweightaggregatesarecovered
C33 Specification for Concrete Aggregates
by this specification, as follows:
C39/C39M Test Method for Compressive Strength of Cylin-
3.1.1 Aggregates prepared by expanding, pelletizing, or
drical Concrete Specimens
sintering products such as blast-furnace slag, clay, diatomite,
fly ash, shale, or slate, and
3.1.2 Aggregates prepared by processing natural materials,
1
This specification is under the jurisdiction of ASTM Committee C09 on
such as pumice, scoria, or tuff.
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
C09.21 on Lightweight Aggregates and Concrete.
3.2 The aggregates shall be composed predominately of
Current edition approved Dec. 15, 2009. Published February 2010. Originally
lightweight-cellular and granular inorganic material.
approved in 1953. Last previous edition approved in 2005 as C330–05. DOI:
10.1520/C0330_C0330M-09.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on Available fromAmerican Concrete Institute (ACI), P.O. Box 9094, Farmington
the ASTM website. Hills, MI 48333-9094, http://www.concrete.org.
*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

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C330/C330M−09
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 deleterio
...

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:C330–05 Designation: C330/C330M – 09
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.
This standard has been approved for use by agencies of the Department of Defense.
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.
1.2The values stated in SI units are to be regarded as the standard.The values shown in parentheses are for information purposes
only.
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—Thisspecificationisregardedasadequatetoensuresatisfactorylightweightaggregatesformostconcrete.Itisrecognizedthatitmaybeeither
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
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
2.2 ACI Standards:
1
This specification is under the jurisdiction ofASTM Committee C09 on Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee C09.21 on
Lightweight Aggregates and Concrete.
Current edition approved Dec. 15, 2005. Published January 2006. Originally approved in 1953. Last previous edition approved in 2004 as C330 – 04. DOI:
10.1520/C0330-05.
Current edition approved Dec. 15, 2009. Published February 2010. Originally approved in 1953. Last previous edition approved in 2005 as C330–05. DOI:
10.1520/C0330_C0330M-09.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at [e-mail]. ForAnnualBookofASTMStandards
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 – 09
3
ACI 211.2 Standard Practices for Selecting Proportions for Structural Lightweight Concrete
3. Aggregate Types
3.1 Two general types of lightweight aggregates are covered by this specification, as follows:
3.1.1 Aggregates prepared by e
...