Standard Test Method for Potential Expansion of Aggregates from Hydration Reactions

SIGNIFICANCE AND USE
4.1 This test method provides a procedure for determining the compliance of steel slags and other materials with specifications, such as Specification D2940, that limit permissible expansion of base and subbase aggregates containing components subject to hydration.  
4.2 This test method can also be used to evaluate the effectiveness of aging or other treatments for reducing the expansive potential of such materials.  
4.3 Test results have not been correlated with field performance, and values obtained do not necessarily indicate expansion that may occur in service conditions.
SCOPE
1.1 This test method covers the determination of potential volume expansion of dense graded compacted aggregates that contain components susceptible to hydration and consequent volume increase, such as the free calcium and magnesium oxides that occur in some industrial by-products.  
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—Sieve size is identified by its standard designation in Specification E11. The alternative designation given in parentheses is for information only and does not represent a different standard sieve size.  
1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.

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Publication Date
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D4792/D4792M − 13
Standard Test Method for
Potential Expansion of Aggregates from Hydration
1
Reactions
This standard is issued under the fixed designation D4792/D4792M; 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 D698 Test Methods for Laboratory Compaction Character-
3
istics of Soil Using Standard Effort (12,400 ft-lbf/ft (600
1.1 This test method covers the determination of potential
3
kN-m/m ))
volume expansion of dense graded compacted aggregates that
D1883 Test Method for California Bearing Ratio (CBR) of
contain components susceptible to hydration and consequent
Laboratory-Compacted Soils
volume increase, such as the free calcium and magnesium
D2940 Specification for Graded Aggregate Material For
oxides that occur in some industrial by-products.
Bases or Subbases for Highways or Airports
1.2 The values stated in either SI units or inch-pound units
E11 Specification for Woven Wire Test Sieve Cloth and Test
are to be regarded separately as standard. The values stated in
Sieves
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining
3. Summary of Test Method
values from the two systems may result in non-conformance
3.1 This test method consists of measuring the volume
with the standard.
expansion of compacted specimens following the general
NOTE 1—Sieve size is identified by its standard designation in Speci- procedures of Test Method D1883. Compaction is based on
fication E11. The alternative designation given in parentheses is for
maximum density determination using Test Methods D698.To
information only and does not represent a different standard sieve size.
acceleratethehydrationreaction,specimensarestoredinwater
1.3 This standard does not purport to address all of the
at 70 6 3°C [158 6 5°F] for a minimum of 7 days.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
4. Significance and Use
priate safety and health practices and determine the applica-
4.1 This test method provides a procedure for determining
bility of regulatory limitations prior to use.
the compliance of steel slags and other materials with
1.4 This international standard was developed in accor-
specifications, such as Specification D2940, that limit permis-
dance with internationally recognized principles on standard-
sible expansion of base and subbase aggregates containing
ization established in the Decision on Principles for the
components subject to hydration.
Development of International Standards, Guides and Recom-
4.2 This test method can also be used to evaluate the
mendations issued by the World Trade Organization Technical
effectiveness of aging or other treatments for reducing the
Barriers to Trade (TBT) Committee.
expansive potential of such materials.
2. Referenced Documents
4.3 Test results have not been correlated with field
2
performance, and values obtained do not necessarily indicate
2.1 ASTM Standards:
expansion that may occur in service conditions.
C702 PracticeforReducingSamplesofAggregatetoTesting
Size
5. Apparatus
D75 Practice for Sampling Aggregates
5.1 Molds, Spacer Disks, Expansion Measuring Apparatus,
Stainless Steel Weights, and Dial Gages conforming to the
1
This test method is under the jurisdiction of ASTM Committee D04 on Road
requirements of Test Method D1883.
and Paving Materials and is the direct responsibility of Subcommittee D04.51 on
Aggregate Tests.
5.2 Mixing Bowl, Straight-Edge, Scale, Filter Paper,
Current edition approved June 1, 2013. Published June 2013. Originally
Dishes, etc. as required in Test Methods D698 and D1883.
approved in 1988. Last previous edition approved in 2006 as D4792 – 00 (2006).
DOI: 10.1520/D4792_D4792M-13.
5.3 WaterStorageFacility—Awaterbathcontrolledat70 6
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
3°C [158 6 5°F] or suitable tanks or buckets for submersion of
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
the test specimens in an oven controlled so as to maintain that
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. water temperature.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D4792/D4792M − 13
6. Sampling 9.4 Add heated water daily to keep the test specimens fully
submerged. Make daily dial gage readings of specimen heights
6.1 To determine compliance with specifications
...

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: D4792 − 00 (Reapproved 2006) D4792/D4792M − 13
Standard Test Method for
Potential Expansion of Aggregates from Hydration
1
Reactions
This standard is issued under the fixed designation D4792;D4792/D4792M; 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 test method covers the determination of potential volume expansion of dense graded compacted aggregates that contain
components susceptible to hydration and consequent volume increase, such as the free calcium and magnesium oxides that occur
in some industrial by-products.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as the standard. The inch-pound units
in parentheses are for information purposes only.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—Sieve size is identified by its standard designation in Specification E11. The alternative designation given in parentheses is for information
only and does not represent a different standard sieve size.
1.3 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 and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
C702 Practice for Reducing Samples of Aggregate to Testing Size
D75 Practice for Sampling Aggregates
3 3
D698 Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft (600 kN-m/m ))
D1883 Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soils
D2940 Specification for Graded Aggregate Material For Bases or Subbases for Highways or Airports
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
3. Summary of Test Method
3.1 This test method consists of measuring the volume expansion of compacted specimens following the general procedures of
Test Method D1883. Compaction is based on maximum density determination using Test Methods D698. To accelerate the
hydration reaction, specimens are stored in water at 70 6 3°C (158[158 6 5°F)5°F] for a minimum of 7 days.
4. Significance and Use
4.1 This test method provides a procedure for determining the compliance of steel slags and other materials with specifications,
such as Specification D2940, that limit permissible expansion of base and subbase aggregates containing components subject to
hydration.
4.2 This test method can also be used to evaluate the effectiveness of aging or other treatments for reducing the expansive
potential of such materials.
4.3 Test results have not been correlated with field performance, and values obtained do not necessarily indicate expansion that
may occur in service conditions.
1
This test method is under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.51 on Aggregate
Tests.
Current edition approved Dec. 1, 2006June 1, 2013. Published December 2006June 2013. Originally approved in 1988. Last previous edition approved in in 2000 2006
as D4792 - 00.D4792 – 00 (2006). DOI: 10.1520/D4792-00R06.10.1520/D4792_D4792M-13.
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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D4792/D4792M − 13
5. Apparatus
5.1 Molds, Spacer Disks, Expansion Measuring Apparatus, Stainless Steel Weights, and Dial Gages conforming to the
requirements of Test Method D1883.
5.2 Mixing Bowl, Straight-Edge, Scale, Filter Paper, Dishes, etc. as required in Test Methods D698 and D1883.
5.3 Water Storage Facility—A water bath controlled at 706 70 6 3°C (158[158 6 5°F)5°F] or suitable tanks or buckets for
submersion of the test specimens in an oven controlled so as to maintain that water temperature.
6. Sampling
6.1 To determi
...

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