ASTM D3042-17
(Test Method)Standard Test Method for Insoluble Residue in Carbonate Aggregates
Standard Test Method for Insoluble Residue in Carbonate Aggregates
SIGNIFICANCE AND USE
3.1 The amount and size distribution of noncarbonate (insoluble) material in carbonate aggregates is of interest to those conducting research on the polish susceptibility of stone used in pavements or on the friction properties of pavement surfaces. In addition, some agencies utilize the test for acceptance purposes to delineate carbonate aggregates that polish excessively and become slippery and those that will not.
Note 1: The quality of the results produced by this standard are dependent upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing/sampling/inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors: following the suggestions of Specification D3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This test method covers determination of the percentage of insoluble residue in carbonate aggregates using hydrochloric acid solution to react the carbonates.
1.2 The values stated in SI units are to be regarded as standard. Regarding sieves, per Specification E11, “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth. The values stated in inch-pound units shall be considered standard with regard to the sieve frames.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses.
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.
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 and health practices and determine the applicability of regulatory limitations prior to use. Specific precaution statements are given in Section 7.
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.
General Information
- Status
- Published
- Publication Date
- 31-Mar-2017
- Technical Committee
- D04 - Road and Paving Materials
- Drafting Committee
- D04.51 - Aggregate Tests
Relations
- Effective Date
- 01-Apr-2017
- Effective Date
- 01-Feb-2024
- Effective Date
- 01-Feb-2024
- Effective Date
- 01-Jan-2024
- Effective Date
- 01-Oct-2016
- Effective Date
- 01-May-2015
- Effective Date
- 01-Dec-2013
- Effective Date
- 01-Oct-2013
- Effective Date
- 01-Jul-2013
- Effective Date
- 01-Dec-2011
- Effective Date
- 01-Oct-2010
- Effective Date
- 01-Dec-2009
- Effective Date
- 01-May-2009
- Effective Date
- 01-Aug-2007
- Effective Date
- 01-Aug-2007
Overview
ASTM D3042-17: Standard Test Method for Insoluble Residue in Carbonate Aggregates is a key ASTM International standard used for determining the percentage of insoluble, noncarbonate materials (insoluble residue) present in carbonate aggregates. By reacting carbonate aggregate samples with hydrochloric acid solution, this test method isolates and quantifies insoluble materials that do not dissolve. The results are vital for agencies and researchers interested in the assessment of pavement aggregates, especially in relation to surface friction and polishing susceptibility.
This test method applies to aggregates used in concrete, road construction, and related infrastructure, helping to characterize material composition and ensure appropriate performance standards for aggregate sources.
Key Topics
- Purpose: Measures the percentage of insoluble residue within carbonate aggregates following acid treatment.
- Significance: Identifies noncarbonate content that can affect the polish susceptibility and frictional properties of pavement surfaces.
- Scope: Applicable for both fine and coarse aggregates, with sample preparation and analysis conducted according to standardized procedures.
- Testing Process: Utilizes hydrochloric acid to dissolve carbonate minerals, with insoluble residues then washed, filtered, dried, and weighed.
- Precision: Offers defined precision and bias statements for repeatable and reliable results, particularly for the plus 75-micron (No. 200 sieve) fraction.
- Safety: Emphasizes the importance of proper personal protective equipment (PPE) and laboratory safety practices due to the use of strong acids and potential gas release.
- Agencies and Standards Compliance: Laboratories using this test method should meet the requirements of ASTM Specification D3666 for competent and objective aggregate testing.
Applications
ASTM D3042-17 finds extensive use in the following applications:
- Pavement Performance Research: Determines the polish susceptibility of aggregates used in roadway surfaces, aiding in the selection of materials that maintain appropriate friction and limit slipperiness over time.
- Material Acceptance: Agencies may use results for acceptance testing, delineating between aggregate sources that are likely to polish excessively and those which are more durable.
- Aggregate Characterization: Provides a quantitative assessment of insoluble, noncarbonate content, supporting the classification and specification of construction materials.
- Quality Control: Assists aggregate producers and construction contractors in monitoring material quality and ensuring compliance with project requirements.
Related Standards
For comprehensive materials testing and quality assurance, ASTM D3042-17 should be used alongside the following related standards:
- ASTM C136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates
- ASTM C294 - Descriptive Nomenclature for Constituents of Concrete Aggregates
- ASTM C670 - Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
- ASTM D3666 - Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
- ASTM D4753 - Guide for Evaluating, Selecting, and Specifying Balances and Standard Masses for Use in Soil, Rock, and Construction Materials Testing
- ASTM E11 - Specification for Woven Wire Test Sieve Cloth and Test Sieves
Practical Value
Implementing ASTM D3042-17 helps guarantee that carbonate aggregate sources are suitable for use in high-performance pavement applications, directly impacting safety and longevity. By quantifying insoluble residue, stakeholders gain confidence in material selection, support research into pavement durability, and comply with international best practices for quality and safety in construction materials testing.
Regular use of this standard equips agencies and laboratories with a reliable method for ensuring that aggregates meet the mechanical and performance expectations of modern infrastructure projects.
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Frequently Asked Questions
ASTM D3042-17 is a standard published by ASTM International. Its full title is "Standard Test Method for Insoluble Residue in Carbonate Aggregates". This standard covers: SIGNIFICANCE AND USE 3.1 The amount and size distribution of noncarbonate (insoluble) material in carbonate aggregates is of interest to those conducting research on the polish susceptibility of stone used in pavements or on the friction properties of pavement surfaces. In addition, some agencies utilize the test for acceptance purposes to delineate carbonate aggregates that polish excessively and become slippery and those that will not. Note 1: The quality of the results produced by this standard are dependent upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing/sampling/inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors: following the suggestions of Specification D3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors. SCOPE 1.1 This test method covers determination of the percentage of insoluble residue in carbonate aggregates using hydrochloric acid solution to react the carbonates. 1.2 The values stated in SI units are to be regarded as standard. Regarding sieves, per Specification E11, “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth. The values stated in inch-pound units shall be considered standard with regard to the sieve frames.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses. 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. 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 and health practices and determine the applicability of regulatory limitations prior to use. Specific precaution statements are given in Section 7. 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.
SIGNIFICANCE AND USE 3.1 The amount and size distribution of noncarbonate (insoluble) material in carbonate aggregates is of interest to those conducting research on the polish susceptibility of stone used in pavements or on the friction properties of pavement surfaces. In addition, some agencies utilize the test for acceptance purposes to delineate carbonate aggregates that polish excessively and become slippery and those that will not. Note 1: The quality of the results produced by this standard are dependent upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing/sampling/inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors: following the suggestions of Specification D3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors. SCOPE 1.1 This test method covers determination of the percentage of insoluble residue in carbonate aggregates using hydrochloric acid solution to react the carbonates. 1.2 The values stated in SI units are to be regarded as standard. Regarding sieves, per Specification E11, “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth. The values stated in inch-pound units shall be considered standard with regard to the sieve frames.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses. 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. 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 and health practices and determine the applicability of regulatory limitations prior to use. Specific precaution statements are given in Section 7. 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.
ASTM D3042-17 is classified under the following ICS (International Classification for Standards) categories: 93.080.10 - Road construction. The ICS classification helps identify the subject area and facilitates finding related standards.
ASTM D3042-17 has the following relationships with other standards: It is inter standard links to ASTM D3042-09(2015), ASTM D4753-24, ASTM C670-24a, ASTM C670-24, ASTM D3666-16, ASTM D4753-15, ASTM D3666-13, ASTM E11-13, ASTM C670-13, ASTM D3666-11, ASTM C670-10, ASTM D3666-09a, ASTM E11-09e1, ASTM D3666-07ae1, ASTM D3666-07a. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
ASTM D3042-17 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
Standards Content (Sample)
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.
Designation: D3042 − 17
Standard Test Method for
Insoluble Residue in Carbonate Aggregates
This standard is issued under the fixed designation D3042; 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 C294 Descriptive Nomenclature for Constituents of Con-
crete Aggregates
1.1 This test method covers determination of the percentage
C670 Practice for Preparing Precision and Bias Statements
ofinsolubleresidueincarbonateaggregatesusinghydrochloric
for Test Methods for Construction Materials
acid solution to react the carbonates.
D3666 Specification for Minimum Requirements for Agen-
1.2 The values stated in SI units are to be regarded as
cies Testing and Inspecting Road and Paving Materials
standard. Regarding sieves, per Specification E11, “The values
D4753 Guide for Evaluating, Selecting, and Specifying Bal-
stated in SI units shall be considered standard for the dimen-
ances and Standard Masses for Use in Soil, Rock, and
sions of the wire cloth openings and the diameter of the wires
Construction Materials Testing
used in the wire cloth. The values stated in inch-pound units
E11 Specification for Woven Wire Test Sieve Cloth and Test
shall be considered standard with regard to the sieve frames.”
Sieves
Whensievemeshsizesarereferenced,thealternateinch-pound
3. Significance and Use
designations are provided for information purposes and en-
closed in parentheses.
3.1 The amount and size distribution of noncarbonate (in-
soluble) material in carbonate aggregates is of interest to those
1.3 The text of this standard references notes and footnotes
conducting research on the polish susceptibility of stone used
which provide explanatory material. These notes and footnotes
in pavements or on the friction properties of pavement sur-
(excluding those in tables and figures) shall not be considered
faces. In addition, some agencies utilize the test for acceptance
as requirements of the standard.
purposes to delineate carbonate aggregates that polish exces-
1.4 This standard does not purport to address all of the
sively and become slippery and those that will not.
safety concerns, if any, associated with its use. It is the
NOTE 1—The quality of the results produced by this standard are
responsibility of the user of this standard to establish appro-
dependent upon the competence of the personnel performing the proce-
priate safety and health practices and determine the applica-
dure and the capability, calibration, and the maintenance of the equipment
bility of regulatory limitations prior to use. Specific precaution
used.Agencies that meet the criteria of Specification D3666 are generally
statements are given in Section 7.
considered capable of competent and objective testing/sampling/
1.5 This international standard was developed in accor-
inspection, etc. Users of this standard are cautioned that compliance with
Specification D3666 alone does not completely ensure reliable results.
dance with internationally recognized principles on standard-
Reliable results depend on many factors: following the suggestions of
ization established in the Decision on Principles for the
Specification D3666 or similar acceptable guideline provides a means of
Development of International Standards, Guides and Recom-
evaluating and controlling some of those factors.
mendations issued by the World Trade Organization Technical
4. Apparatus
Barriers to Trade (TBT) Committee.
4.1 Sieves, U.S. standard 8-in. diameter, conforming to
2. Referenced Documents
Specification E11 in the following sizes:
2.1 ASTM Standards:
9.5-mm ( ⁄8-in.)
C136 Test Method for Sieve Analysis of Fine and Coarse
4.75-mm (No. 4)
2.36-mm (No. 8)
Aggregates
1.18-mm (No. 16)
600-µm (No. 30)
This test method is under the jurisdiction of ASTM Committee D04 on Road
300-µm (No. 50)
and Paving Materials and is the direct responsibility of Subcommittee D04.51 on
150-µm (No. 100)
Aggregate Tests. 75-µm (No. 200)
Current edition approved April 1, 2017. Published April 2017. Originally
4.2 Balance—A balance having a minimum capacity of
approved in 1972. Last previous edition approved in 2015 as D3042 – 09 (2015).
15 kg and meeting the requirements of Guide D4753, Class
DOI: 10.1520/D3042-17.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
GP5.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
4.3 Oven, of appropriate size capable of being maintained at
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 110 6 5 °C.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D3042 − 17
4.4 Agitation Equipment, such as a jar mill or a magnetic 7.3 Warning—Hydrogen chloride gas is released during
stirrer. this procedure. Exercise extreme care to prevent corrosive gas
from entering the laboratory atmosphere. The hydrogen chlo-
4.5 Bunsen Burner or Hot Plate.
ride gas that may be produced in the chemical reaction can be
4.6 Receiving Tank, of nonreactive material to receive wash
destructive to laboratory equipment and can also be a definite
water and residue washed through the 8-in. diameter sieves.
safety hazard to laboratory personnel. Under no circumstances
shall the test be performed without proper and adequate
4.7 Rapid Filter Paper, acid-resistant.
ventilation. Operators shall be required to wear appropriate
4.8 Safety Eyeglasses, Rubber Gloves, Aprons, and so forth.
personal protective equipment (PPE) when performing this
4.9 Borosilicate Glass Containers, for performing acid
test.
leaching test.
7.4 Place an aggregate sample weighing a minimum of
4.10 pH Paper or pH Meter.
500 g in a suitable borosilicate glass container. The container
shall be vented to allow gas from the reaction to escape and to
5. Reagent
be drawn away. Slowly add 1000 mL of 6 N hydrochloric acid
5.1 Purity of Reagents—Reagent grade chemicals shall be
(HCl) allowing for excessive effervescence or foaming to
used in all tests. Unless otherwise indicated, it is intended that
subside before further addition of solution. Agitate the con-
all reagents shall conform to the specifications of the Commit-
tainer and contents gently by hand until excessive efferves-
tee onAnalytical Reagents of theAmerican Chemical Society,
cence has subsided.
where such specifications are available. Use of other grades is
7.5 Place the container and contents on an agitating device.
permitted, provided it is first ascertained that the reagent is of
7.6 Check the container periodically, and when the reaction
sufficiently high purity to permit its use without lessening the
appears to have subsided (no obvious bubbling), decant the
accuracy of the determination.
solution and add approximately 300 mL of the 6 N HCl and
5.2 Hydrochloric Acid (6 N)—Prepare a 6 N solution of
check for a reaction. Collect all decant solution in a receiving
hydrochloric acid (HCl).
tank for future use only if determination of the total residue
content is desired as in Section 8.
6. Samples
7.6.1 If a reaction (bubbling) is observed, continue agitation
6.1 Samples shall be representative of the sources from
until the reaction subsides and repeat the procedure beginning
which they are obtained and shall be reduced to appropriate
at 7.6.
size by use of sample splitters or by quartering in accordance
7.7 When no reaction is observed, heat the container gently
with the Sampling section of Test Method C136.
over a Bunsen burner or hot plate. Some carbonate materials
6.1.1 Normally, the aggregate used in the test sample shall
will require heating to temperatures of up to 110 °C and
be retained after washing over the 4.75-mm (No. 4) sieve, and
3 maintaining this temperature level for approximately1hin
passing the 9.5-mm ( ⁄8-in.) sieve.
order to completely react the carbonate fraction.
6.1.2 Test separate fractions or combined aggregate grad-
7.7.1 If no reaction is observed upon heating, proceed with
ings as appropriate.
the remainder of the test procedure.
6.2 Dry sample aggregates to constant mass at 110 6 5 °C.
7.7.2 If a reaction is observed upon heating, continue the
6.3 Use an oven-dry sample having a minimum mass of
agitation and repeat the procedure beginning at 7.7.
500 g.
7.8 When the reaction has stopped, decant the acid solution
and add water to the aggregate in the glass container to
7. Procedure for Determining Only the Plus 75-µm (No.
thoroughly dilute the acid. The residue in the container shall
200) Size Fraction of Insoluble Residue
have a pH as indicated by pH paper or pH meter of more than
7.1 For many applications, only the plus 75-µm (No. 200)
5.5.
size insoluble residue fraction is of interest. This section
7.9 Wash the diluted solution and residue from the aggre-
provides a procedure for determination of the amount and size
gate sample over a preweighed 75-µm (No. 200) sieve placed
distribution of only the plus 75-µm (No. 200) size insoluble
over a receiving tank.
residue. If the total amount of insolu
...
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: D3042 − 09 (Reapproved 2015) D3042 − 17
Standard Test Method for
Insoluble Residue in Carbonate Aggregates
This standard is issued under the fixed designation D3042; 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 determination of the percentage of insoluble residue in carbonate aggregates using hydrochloric acid
solution to react the carbonates.
1.2 The values stated in SI units are to be regarded as standard. Regarding sieves, per Specification E11, “The values stated in
SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire
cloth. The values stated in inch-pound units shall be considered standard with regard to the sieve frames.” When sieve mesh sizes
are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses.
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.
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 and health practices and determine the applicability of regulatory
limitations prior to use. Specific precaution statements are given in Section 7.
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.
2. Referenced Documents
2.1 ASTM Standards:
C136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
C294 Descriptive Nomenclature for Constituents of Concrete Aggregates
C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
D3666 Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
D4753 Guide for Evaluating, Selecting, and Specifying Balances and Standard Masses for Use in Soil, Rock, and Construction
Materials Testing
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
3. Significance and Use
3.1 The amount and size distribution of noncarbonate (insoluble) material in carbonate aggregates is of interest to those
conducting research on the polish susceptibility of stone used in pavements or on the friction properties of pavement surfaces. In
addition, some agencies utilize the test for acceptance purposes to delineate carbonate aggregates that polish excessively and
become slippery and those that will not.
NOTE 1—The quality of the results produced by this standard are dependent upon the competence of the personnel performing the procedure and the
capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of PracticeSpecification D3666 are generally considered
capable of competent and objective testing/sampling/inspection/etc. testing/sampling/inspection, etc. Users of this standard are cautioned that compliance
with PracticeSpecification D3666 alone does not completely assureensure reliable results. Reliable results depend on many factors: following the
suggestions of PracticeSpecification D3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors.
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, 2015April 1, 2017. Published February 2016April 2017. Originally approved in 1972. Last previous edition approved in 20092015 as
D3042 – 09.D3042 – 09 (2015). DOI: 10.1520/D3042-09R15.10.1520/D3042-17.
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
D3042 − 17
4. Apparatus
4.1 Sieves, U.S. standard 8-in. diameter, conforming to Specification E11 in the following sizes:
9.5-mm ( ⁄8-in.)
4.75-mm (No. 4)
2.36-mm (No. 8)
1.18-mm (No. 16)
600-μm (No. 30)
300-μm (No. 50)
150-μm (No. 100)
75-μm (No. 200)
4.2 Balance—A balance having a minimum capacity of 15 kg 15 kg and meeting the requirements of SpecificationGuide D4753,
Class GP5.
4.3 Oven, of appropriate size capable of being maintained at 110 6 5°C.5 °C.
4.4 Agitation Equipment, such as a jar mill or a magnetic stirrer.
4.5 Bunsen Burner or Hot Plate.
4.6 Receiving Tank, of nonreactive material to receive wash water and residue washed through the 8-in. diameter sieves.
4.7 Rapid Filter Paper, acid-resistant.
4.8 Safety Eyeglasses, Rubber Gloves, Aprons, and so forth. and so forth.
4.9 Borosilicate Glass Containers, for performing acid leaching test.
4.10 pH Paper or pH Meter.
5. Reagent
5.1 Purity of Reagents—Reagent grade chemicals shall be used in all tests. Unless otherwise indicated, it is intended that all
reagents shall conform to the specifications of the Committee on Analytical Reagents of the American Chemical Society, where
such specifications are available. Use of other grades is permitted, provided it is first ascertained that the reagent is of sufficiently
high purity to permit its use without lessening the accuracy of the determination.
5.2 Hydrochloric Acid (6 N)—Prepare a 6 N solution of hydrochloric acid (HCl).
6. Samples
6.1 Samples shall be representative of the sources from which they are obtained and shall be reduced to appropriate size by use
of sample splitters or by quartering in accordance with the Sampling Sectionsection of Test Method C136.
6.1.1 Normally, the aggregate used in the test sample shall be retained after washing over the 4.75-mm (No. 4) sieve, and
passing the 9.5-mm ( ⁄8-in.) sieve.
6.1.2 Test separate fractions or combined aggregate gradings as appropriate.
6.2 Dry sample aggregates to constant mass at 110 6 5°C.5 °C.
6.3 Use an oven-dry sample having a minimum mass of 500 g.500 g.
7. Procedure for Determining Only the Plus 75 μm 75-μm (No. 200) Size Fraction of Insoluble Residue
7.1 For many applications, only the plus 75-μm (No. 200) size insoluble residue fraction is of interest. This section provides
a procedure for determination of the amount and size distribution of only the plus 75-μm (No. 200) size insoluble residue. If the
total amount of insoluble residue is desired, follow the procedure in Section 8 and only such portions of Section 7 as are indicated
in Section 8.
7.2 Prepare and test samples in triplicate for each aggregate sampled.
7.3 Warning—Hydrogen chloride gas is released during this procedure. Exercise extreme care to prevent corrosive gas from
entering the laboratory atmosphere. The hydrogen chloride gas that may be produced in the chemical reaction can be destructive
to laboratory equipment and can also be a definite safety hazard to laboratory personnel. Under no circumstances shall the test be
performed without proper and adequate ventilation. Operators shall be required to wear a mask appropriate personal protective
equipment (PPE) when performing this test.
7.4 Place an aggregate sample weighing a minimum of 500 g 500 g in a suitable borosilicate glass container. The container shall
be vented to allow gas from the reaction to escape and to be drawn away. Slowly add 1000 mL of 6 N hydrochloric acid (HCl)
Reagent Chemicals, American Chemical Society Specifications, American Chemical Society, Washington, DC. For Suggestions on the testing of reagents not listed by
the American Chemical Society, see Annual Standards for Laboratory Chemicals, BDH Ltd., Poole, Dorset, U.K., and the United States Pharmacopeia and National
Formulary, U.S. Pharmacopeial Convention, Inc. (USPC), Rockville, MD.
D3042 − 17
allowing for excessive effervescence or foaming to subside before further addition of solution. Agitate the container and contents
gently by hand until excessive effervescence has subsided.
7.5 Place the container and contents on an agitating device.
7.6 Check the container periodically, and when the reaction appears to have subsided (no obvious bubbling)bubbling), decant
the solution and add approximately 300 mL of the 6 N HCl and check for a reaction. Collect all decant solution in a receiving tank
for future use only if determination of the total residue content is desired as in Section 8.
7.6.1 If a reaction (bubbling) is observed, continue agitation until the reaction subsides and repeat the procedure beginning at
7.6.
7.7 When no reaction is observed, heat the container gently over a bunsenBunsen burner or hot plate. Some carbonate materials
will require heating t
...








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