ASTM D242/D242M-19
(Specification)Standard Specification for Mineral Filler for Asphalt Mixtures
Standard Specification for Mineral Filler for Asphalt Mixtures
SCOPE
1.1 This specification covers mineral filler added as a separate ingredient for use in asphalt mixtures.
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 nonconformance with the 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.
1.4 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.
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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: D242/D242M −19
Standard Specification for
1
Mineral Filler for Asphalt Mixtures
This standard is issued under the fixed designation D242/D242M; 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 D4318 Test Methods for Liquid Limit, Plastic Limit, and
Plasticity Index of Soils
1.1 This specification covers mineral filler added as a
separate ingredient for use in asphalt mixtures.
3. Terminology
1.2 The values stated in either SI units or inch-pound units
3.1 For definitions of terms used in this standard, see
are to be regarded separately as standard. The values stated in
Terminology D8.
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining
4. General Description
values from the two systems may result in nonconformance
with the standard.
4.1 Mineral filler shall consist of finely divided mineral
matter such as rock dust, slag dust, hydrated lime, hydraulic
1.3 The text of this standard references notes and footnotes
cement, fly ash, loess, or other suitable mineral matter. At the
which provide explanatory material. These notes and footnotes
time of use, it shall be sufficiently dry to flow freely and
(excluding those in tables and figures) shall not be considered
essentially free from agglomerations.
as requirements of the standard.
1.4 This international standard was developed in accor-
5. Physical Requirements
dance with internationally recognized principles on standard-
ization established in the Decision on Principles for the
5.1 Mineral filler shall be graded within the following
Development of International Standards, Guides and Recom- limits:
mendations issued by the World Trade Organization Technical
Sieve Percent Passing (by Mass)
1.18 mm (No. 16) 100
Barriers to Trade (TBT) Committee.
600 µm (No. 30) 97 to 100
300 µm (No. 50) 95 to 100
2. Referenced Documents
75 µm (No. 200) 70 to 100
2
2.1 ASTM Standards:
5.2 Mineral filler prepared from rock dust, slag dust, loess,
C50/C50M Practice for Sampling, Sample Preparation,
and similar materials shall be essentially free from organic
Packaging, and Marking of Lime and Limestone Products
impurities and have a plasticity index not greater than 4.
C183/C183M Practice for Sampling and the Amount of
Testing of Hydraulic Cement NOTE 1—Plasticity index limits are not appropriate for hydrated lime
and hydraulic cement.
C311/C311M Test Methods for Sampling and Testing Fly
Ash or Natural Pozzolans for Use in Portland-Cement
6. Methods of Sa
...
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: D242/D242M − 09 (Reapproved 2014) D242/D242M − 19
Standard Specification for
1
Mineral Filler For Bituminous Paving for Asphalt Mixtures
This standard is issued under the fixed designation D242/D242M; 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 specification covers mineral filler added as a separate ingredient for use in bituminous paving asphalt mixtures.
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-conformancenonconformance with the 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.
1.4 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
2.1 ASTM Standards:
C50C50/C50M Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone Products
C183C183/C183M Practice for Sampling and the Amount of Testing of Hydraulic Cement
C311C311/C311M Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete
D8 Terminology Relating to Materials for Roads and Pavements
D546 Test Method for Sieve Analysis of Mineral Filler for Asphalt Paving Mixtures
D4318 Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
3. Terminology
3.1 For definitions of terms used in this standard, see Terminology D8.
4. General Description
4.1 Mineral filler shall consist of finely divided mineral matter such as rock dust, slag dust, hydrated lime, hydraulic cement,
fly ash, loess, or other suitable mineral matter. At the time of use, it shall be sufficiently dry to flow freely and essentially free from
agglomerations.
5. Physical Requirements
5.1 Mineral filler shall be graded within the following limits:
Sieve Percent Passing (by Mass)
1.18 mm [No. 16] 100
1.18 mm (No. 16) 100
600-μm [No. 30] 97 to 100
600 μm (No. 30) 97 to 100
300-μm [No. 50] 95 to 100
300 μm (No. 50) 95 to 100
75-μm [No. 200] 70 to 100
75 μm (No. 200) 70 to 100
1
This specification is under the jurisdiction
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