ASTM C593-06(2011)
(Specification)Standard Specification for Fly Ash and Other Pozzolans for Use With Lime for Soil Stabilization
Standard Specification for Fly Ash and Other Pozzolans for Use With Lime for Soil Stabilization
ABSTRACT
This specification covers the qualification of fly ash and other pozzolans for use with lime in plastic, nonplastic mixtures and other mixtures that affect lime pozzolanic reaction required by soil stabilization. Evaluation of pozzolans containing available lime, such as Class C fly ash, is given consideration. Pozzolans covered include artificial pozzolans such as fly ash, and natural pozzolans, such as diatomite and pumicite, in either raw or calcined state. Various procedures are recommended to quantify various aspects of the lime enhanced pozzolanic reaction. The tests shall qualify sources of fly ash and other pozzolans to meet specified job or project criteria as related to soil stabilization. The following shall be peformed on the pozzolan: water-soluble fraction, fineness, and lime-pozzolan strength development. For the nonplastic mixtures, compressive strength development and freeze-thaw resistance tests shall be performed. The materials shall be subjected to vacuum saturation strength testing.
SIGNIFICANCE AND USE
This test method states various procedures that are recommended to quantify various aspects of the lime enhanced pozzolanic reaction. These tests are intended to qualify sources of fly ash and other pozzolans to meet specified job or project criteria as related to soil stabilization.
SCOPE
1.1 This specification covers the qualification of fly ash and other pozzolans for use with lime in plastic, nonplastic mixtures and other mixtures that affect lime pozzolanic reaction required by soil stabilization. Evaluation of pozzolans containing available lime, such as Class C fly ash, is given consideration. Pozzolans covered include artificial pozzolans such as fly ash, and natural pozzolans, such as diatomite and pumicite, in either raw or calcined state.
1.2 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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Standards Content (Sample)
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Designation:C593 −06 (Reapproved 2011)
Standard Specification for
Fly Ash and Other Pozzolans for Use With Lime for Soil
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Stabilization
This standard is issued under the fixed designation C593; 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* C311 Test Methods for Sampling and Testing Fly Ash or
Natural Pozzolans for Use in Portland-Cement Concrete
1.1 This specification covers the qualification of fly ash and
C670 Practice for Preparing Precision and Bias Statements
other pozzolans for use with lime in plastic, nonplastic mix-
for Test Methods for Construction Materials
tures and other mixtures that affect lime pozzolanic reaction
C821 Specification for Lime for Use with Pozzolans
required by soil stabilization. Evaluation of pozzolans contain-
D1557 Test Methods for Laboratory Compaction Character-
ing available lime, such as Class C fly ash, is given consider-
3
istics of Soil Using Modified Effort (56,000 ft-lbf/ft
ation. Pozzolans covered include artificial pozzolans such as
3
(2,700 kN-m/m ))
fly ash, and natural pozzolans, such as diatomite and pumicite,
in either raw or calcined state.
3. Terminology
1.2 This standard does not purport to address all of the
3.1 For definitions of terms specific to this specification, see
safety concerns, if any, associated with its use. It is the
Terminology C51.
responsibility of the user of this standard to establish appro-
4. Physical Properties
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
4.1 Pozzolans for use with lime in plastic mixtures, when
tested in accordance with the procedures of Sections 7-9, shall
2. Referenced Documents
conform to the requirements prescribed in Table 1.
2
2.1 ASTM Standards:
4.2 Pozzolans for use with lime in nonplastic mixtures shall
C25 Test Methods for Chemical Analysis of Limestone,
conform to the requirements of Table 1, except the lime-
Quicklime, and Hydrated Lime
pozzolan strength requirement, and in addition shall be tested
C39/C39M Test Method for Compressive Strength of Cylin-
in accordance with the procedures of Section 10.
drical Concrete Specimens
NOTE 1—If the minimum value of the vacuum saturation strength
C50 Practice for Sampling, Sample Preparation, Packaging,
specified in 4.2 of this specification is reduced, sufficient documentation
and Marking of Lime and Limestone Products
shall be provided to the user to enable the determination of a satisfactory
C51 Terminology Relating to Lime and Limestone (as used
minimum residual strength for the given material in its intended use. Such
by the Industry)
documentation should include at least the following: (1) determination of
a minimum residual strength requirement that will enable the material to
C109/C109M Test Method for Compressive Strength of
perform its structural function in the pavement system; and (2) a rational
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
analysis,usingactualclimaticdata,thatwillshowtheseverityofexposure
Specimens)
of the material to cyclic freeze-thaw action.
C110 Test Methods for Physical Testing of Quicklime,
5. Sampling
Hydrated Lime, and Limestone
C305 Practice for Mechanical Mixing of Hydraulic Cement
5.1 Sample pozzolan in accordance with the applicable
Pastes and Mortars of Plastic Consistency
provisions of Test Methods C311, except take one 10-lb
(4.5-kg) sample from approximately each 400 tons (350 metric
tons) of pozzolan.
1
This specification is under the jurisdiction of ASTM Committee C07 on Lime
5.2 The sampling procedures and techniques shall be con-
and is the direct responsibility of Subcommittee C07.02 on Specifications and
sistent from original sample to project completion.
Guidelines.
CurrenteditionapprovedJune1,2011.PublishedJuly2011.Originallyapproved
in 1966. Last previous edition approved in 2006 as C593 – 06. DOI: 10.1520/
TEST METHODS
C0593-06R11.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 6. Significance and Use
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
6.1 This test method states various procedures that are
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. recommended to quantify various aspects of the lime enhanced
*A Summary of Changes section appears at the end of this standard
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C593−06 (2011)
TABLE 1 Physical Requirements
of the combined lime and pozzolan. The
...
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