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ASTM C567-05

(Test Method)

Standard Test Method for Determining Density of Structural Lightweight Concrete

Standard Test Method for Determining Density of Structural Lightweight Concrete

SCOPE
1.1 This test method provides procedures to determine the oven-dry and equilibrium densities of structural lightweight concrete.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
1.3This 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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
31-Jan-2005
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 C567-04 - Standard Test Method for Determining Density of Structural Lightweight Concrete
Effective Date
01-Feb-2005
Replaced By
ASTM C567-05a - Standard Test Method for Determining Density of Structural Lightweight Concrete
Effective Date
15-Dec-2005

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ASTM C567-05 - Standard Test Method for Determining Density of Structural Lightweight ConcreteASTM C567-05 - Standard Test Method for Determining Density of Structural Lightweight Concrete
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ASTM C567-05 - Standard Test Method for Determining Density of Structural Lightweight Concrete
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:C567–05
Standard Test Method for
1
Determining Density of Structural Lightweight Concrete
This standard is issued under the fixed designation C 567; 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 3.2 Definitions of Terms Specific to This Standard:
3.2.1 equilibrium density, n—the density as determined in
1.1 This test method provides procedures to determine the
8.2 reached by structural lightweight concrete after exposure to
oven-dry and equilibrium densities of structural lightweight
relative humidity of 50 6 5 % and a temperature of 23 62°C
concrete.
(73.5 6 3.5 °F) for a period of time sufficient to reach constant
1.2 The values stated in SI units are to be regarded as the
mass.
standard. The values given in parentheses are for information
3.2.2 oven-dry density—the density as determined in 8.3
only.
reached by structural lightweight concrete after being placed in
1.3 This standard does not purport to address all of the
a drying oven at 110 6 5 °C (230 6 9 °F) for a period of time
safety concerns, if any, associated with its use. It is the
sufficient to reach constant mass.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
4. Summary of Test Method
bility of regulatory limitations prior to use.
4.1 This test method provides procedures for determining
2. Referenced Documents theoven-dryandequilibriumdensitiesofstructurallightweight
2
concrete, by calculation or measurement. The calculated oven-
2.1 ASTM Standards:
dry density is determined from batch quantities and volume of
C 31/C 31M Practice for Making and Curing Concrete Test
agivenbatchofconcrete.Thecalculatedequilibriumdensityis
Specimens in the Field
approximated by adding a fixed quantity to the oven-dry
C88 Test Method for Soundness of Aggregates by Use of
density. Measured densities are obtained from determinations
Sodium Sulfate or Magnesium Sulfate
of the mass of cylindrical specimens after specified treatments.
C 125 Terminology Relating to Concrete and Concrete
Aggregates
5. Significance and Use
C 138/C 138M Test Method for Density (Unit Weight),
5.1 The measured or calculated equilibrium density of
Yield, and Air Content (Gravimetric) of Concrete
structural lightweight concrete determines whether specified
C 172 Practice for Sampling Freshly Mixed Concrete
density requirements have been met. Unless otherwise speci-
C 192/C 192M Practice for Making and Curing Concrete
fied, determine equilibrium density by calculation using the
Test Specimens in the Laboratory
procedures in 9.2.
C 470/C 470M Specification for Molds for Forming Con-
5.2 Test Method C 138/C 138M shall be used to determine
crete Test Cylinders Vertically
the density of freshly mixed lightweight concrete for compli-
E 104 Practice for Maintaining Constant Relative Humidity
ance with concrete placement specifications.
by Means of Aqueous Solutions
NOTE 1—The fresh density of lightweight aggregate concrete is a
3. Terminology
function of mixture proportions, air content, water demand, and the
specific density and moisture content of the lightweight aggregate.
3.1 Terminology used in this test method is defined in
Decrease in density of a specific lightweight concrete is due to moisture
Terminology C 125.
loss that, in turn, is a function of aggregate moisture content, ambient
conditions, and the ratio of the surface area to the volume of the concrete
1
member. For most structural lightweight concretes, equilibrium density is
This test method is under the jurisdiction of ASTM Committee C09 on
approached at about 90 days. For most high-strength lightweight con-
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
C09.21 on Lightweight Aggregates and Concrete. cretes, equilibrium density is approached at about 180 days. Extensive
Current edition approved Feb. 1, 2005. Published February 2005. Originally
tests demonstrate that despite variations in the initial moisture content of
approved in 1965. Last previous edition approved in 2004 as C 567 – 04.
lightweight aggregate, the equilibrium density will be approximately 50
2 3
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
kg/m (3.0 lb/ft ) greater than the oven-dry density.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700
...

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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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ABSTRACT
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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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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.  
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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.  
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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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