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ASTM C330-04

(Specification)

Standard Specification for Lightweight Aggregates for Structural Concrete

Standard Specification for Lightweight Aggregates for Structural Concrete

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 SI units are to be regarded as the standard. The values shown in parentheses are for information purposes only.
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
31-Dec-2003
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

Replaces
ASTM C330-03a - Standard Specification for Lightweight Aggregates for Structural Concrete
Effective Date
01-Jan-2004
Replaced By
ASTM C330-05 - Standard Specification for Lightweight Aggregates for Structural Concrete
Effective Date
15-Dec-2005
Referred By
ASTM C127-15 - Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate
Effective Date
01-Jan-2004
Referred By
ASTM F2471-19 - Standard Practice for Installation of Thick Poured Lightweight Cellular Concrete Underlayments and Preparation of the Surface to Receive Resilient Flooring
Effective Date
01-Jan-2004
Referred By
ASTM E3355-23 - Standard Guide for Characterization of Coal Combustion Products (CCPs) in Storage Area(s) for Beneficial Use
Effective Date
01-Jan-2004

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ASTM C330-04 - Standard Specification for Lightweight Aggregates for Structural ConcreteASTM C330-04 - Standard Specification for Lightweight Aggregates for Structural Concrete
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ASTM C330-04 - 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: C 330 – 04
Standard Specification for
1
Lightweight Aggregates for Structural Concrete
This standard is issued under the fixed designation C 330; 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 (e) 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 C 136 Test Method for Sieve Analysis of Fine and Coarse
Aggregates
1.1 This specification covers lightweight aggregates in-
C 142 Test Method for Clay Lumps and Friable Particles in
tended for use in structural concrete in which prime consider-
Aggregates
ations are reducing the density while maintaining the compres-
C 151 Test Method for Autoclave Expansion of Portland
sive strength of the concrete. Procedures covered in this
Cement
specification are not intended for job control of concrete.
C 157/C 157M Test Method for Length Change of Hard-
1.2 The values stated in SI units are to be regarded as the
ened Hydraulic-Cement, Mortar, and Concrete
standard. The values shown in parentheses are for information
C 192/C 192M Practice for Making and Curing Concrete
purposes only.
Test Specimens in the Laboratory
1.2.1 With regard to other units of measure, the values
C 496 Test Method for Splitting Tensile Strength of Cylin-
stated in inch-pound units are to be regarded as standard.
drical Concrete Specimens
1.3 The text of this standard references notes and footnotes
C 567 Test Method for Determining Density of Structural
which provide explanatory material. These notes and footnotes
Lightweight Concrete
(excluding those in tables and figures) shall not be considered
C 641 Test Method for Staining Materials in Lightweight
as requirements of the standard.
Concrete Aggregates
NOTE 1—This specification is regarded as adequate to ensure satisfac-
C 666 Test Method for Resistance of Concrete to Rapid
tory lightweight aggregates for most concrete. It is recognized that it may
Freezing and Thawing
be either more or less restrictive than needed for some conditions and for
C 702 Practice for Reducing Samples of Aggregate to
special purposes, such as fire resistance, fill, and concrete constructions,
Testing Size
the use of which is based on load tests rather than conventional design
procedures. D 75 Practice for Sampling Aggregates
2.2 ACI Standards:
2. Referenced Documents
ACI 211.2 Standard Practices for Selecting Proportions for
2 3
2.1 ASTM Standards:
Structural Lightweight Concrete
C 29/C 29M TestMethodforBulkDensity(“UnitWeight”)
3. Aggregate Types
and Voids in Aggregate
C 31/C 31M Practice for Making and Curing Concrete Test 3.1 Twogeneraltypesoflightweightaggregatesarecovered
Specimens in the Field by this specification, as follows:
C 33 Specification for Concrete Aggregates 3.1.1 Aggregates prepared by expanding, pelletizing, or
C 39/C 39M Test Method for Compressive Strength of Cy- sintering products such as blast-furnace slag, clay, diatomite,
lindrical Concrete Specimens fly ash, shale, or slate, and
C 40 Test Method for Organic Impurities in Fine Aggre- 3.1.2 Aggregates prepared by processing natural materials,
gates for Concrete such as pumice, scoria, or tuff.
C 114 Test Methods for Chemical Analysis of Hydraulic 3.2 The aggregates shall be composed predominately of
Cement lightweight-cellular and granular inorganic material.
4. Chemical Composition
1
This specification is under the jurisdiction of ASTM Committee C09 on
4.1 Lightweight aggregates shall not contain excessive
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
C09.21 on Lightweight Aggregates and Concrete. amounts of deleterious substances, as determined by the
Current edition approved Jan. 1, 2004. Published February 2004. Originally
following limits:
approved in 1953. Last previous edition approved in 2003 as C 330 – 03a.
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
3
Standards volume information, refer to the standard’s Document Summary page on Available from American Concrete Institute, PO Box 9094, Farmington Hills,
the ASTM website. MI 48333.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C330–04
TABLE 2 Maximum Dry Loose Bulk Density Requirements of
4.1.1 Organic Impurities (Test Method C 40)—Lightweight
Lightweight Aggregates for Structural Concrete
aggregates that, upon being subjected to test for organic
Maximum Dry Loose
impurities, produce a color darker than the standard shall be
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4.2 This test method is intended to evaluate the potential of an aggregate or combination of an aggregate with pozzolan or slag to expand deleteriously due to any form of alkali-silica reactivity (3, 4).  
4.3 If testing an aggregate with pozzolan or slag, the results are used to establish minimum amounts of the specific pozzolan or slag needed to prevent deleterious expansion. Pozzolan or slag from a specific source can be tested individually or in combination with pozzolan or slag from other sources.  
4.4 When selecting a sample or deciding on the number of samples for test, it is important to recognize the variability in lithology of material from a given source, whether a deposit of sand, gravel, or a rock formation of any origin. For specific advice, see Guide C295/C295M.  
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1.1 This test method covers the determination of the susceptibility of an aggregate or combination of an aggregate with pozzolan or slag for participation in expansive alkali-silica reaction by measurement of length change of concrete prisms.  
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ASTM C142/C142M-17(2023)(Test Method)
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4.1 This test method is of primary significance in determining the acceptability of aggregate with respect to the requirements of Specification C33/C33M.
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1.1 This test method covers the approximate determination of clay lumps and friable particles in aggregates.  
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ASTM C1231/C1231M-23(Practice)
Standard Practice for Use of Unbonded Caps in Determination of Compressive Strength of Hardened Cylindrical Concrete Specimens

SIGNIFICANCE AND USE
4.1 This practice provides for using an unbonded capping system in testing hardened concrete cylinders made in accordance with Practices C31/C31M or C192/C192M, or cores obtained in accordance with Test Method C42/C42M in lieu of the capping systems described in Practice C617/C617M.  
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1.1 This practice covers requirements for a capping system using unbonded caps for testing concrete cylinders molded in accordance with Practice C31/C31M or C192/C192M, or cores obtained in accordance with Test Method C42/C42M. Unbonded neoprene caps of a defined hardness are permitted to be used for testing for a specified maximum number of reuses without qualification testing up to a certain concrete compressive strength level. Above that strength, level neoprene caps will require qualification testing. Qualification testing is required for all elastomeric materials other than neoprene regardless of the concrete strength.  
1.2 Unbonded caps are not to be used for acceptance testing of concrete with compressive strength below 10 MPa [1500 psi ] or above 80 MPa [12 000 psi].  
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ABSTRACT
This test method covers the determination of strength of cylindrical concrete specimens that have been molded in place using special molds attached to formwork. A concrete cylinder mold assembly consisting of a mold and a tubular support member is fastened within the concrete formwork prior to placement of the concrete. The elevation of the mold upper edge is adjusted to correspond to the plane of the finished slab surface. The mold support prevents direct contact of the slab concrete with the outside of the mold and permits its easy removal from the hardened concrete. Strength of cast-in-place cylinders may be used for various purposes, such as estimating the load-bearing capacity of slabs, determining the time of form and shore removal, and determining the effectiveness of curing and protection. Consolidation of concrete in the mold may be varied to simulate the conditions of placement. Internal vibration of concrete in the mold is prohibited except under special circumstances.
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4.1 Cast-in-place cylinder strength relates to the strength of concrete in the structure due to the similarity of curing conditions because the cylinder is cured within the slab. However, due to differences in moisture condition, degree of consolidation, specimen size, and length-diameter ratio, there is not a unique relationship between the strength of cast-in-place cylinders and cores of the same age. When cores can be drilled undamaged and tested in the same moisture condition as the cast-in-place cylinders, the strength of the cylinders can be expected to be on average 10 % higher than the cores at ages up to 91 days for specimens of the same size and length-diameter ratio.4  
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5.1 Tests performed at the same location across a span of years may be used to detect a reduction of infiltration rate of the pervious concrete, thereby identifying the need for remediation.  
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1.1 This test method covers the determination of the field water infiltration rate of in place pervious concrete.
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ASTM C617/C617M-23(Practice)
Standard Practice for Capping Cylindrical Concrete Specimens

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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.
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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.  
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ASTM C1621/C1621M-17(2023)(Test Method)
Standard Test Method for Passing Ability of Self-Consolidating Concrete by J-Ring

SIGNIFICANCE AND USE
5.1 This test method provides a procedure to determine the passing ability of self-consolidating concrete. This test method is applicable for laboratory use in comparing the passing ability of different concrete mixtures. It is also applicable in the field as a quality control test.  
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.  
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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.  
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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.
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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.

  • Standard
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  • Standard
    6 pages
    English language
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