Standard Specification for Mineral Filler For Bituminous Paving Mixtures

SCOPE
1.1 This specification covers mineral filler added as a separate ingredient for use in bituminous paving mixtures.
1.2 The values stated in SI units are to be regarded as the standard. Inch-pound units, shown in parentheses, are for information only.
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.

General Information

Status
Historical
Publication Date
30-Nov-2004
Current Stage
Ref Project

Relations

Buy Standard

Technical specification
ASTM D242-04 - Standard Specification for Mineral Filler For Bituminous Paving Mixtures
English language
2 pages
sale 15% off
Preview
sale 15% off
Preview

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D 242 – 04
Standard Specification for
1
Mineral Filler For Bituminous Paving Mixtures
This standard is issued under the fixed designation D 242; 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. General Description
1.1 This specification covers mineral filler added as a 3.1 Mineral filler shall consist of finely divided mineral
separate ingredient for use in bituminous paving mixtures. matter such as rock dust, slag dust, hydrated lime, hydraulic
1.2 The values stated in SI units are to be regarded as the cement, fly ash, loess, or other suitable mineral matter. At the
standard. Inch-pound units, shown in parentheses, are for time of use, it shall be sufficiently dry to flow freely and
information only. essentially free from agglomerations.
1.3 The text of this standard references notes and footnotes
4. Physical Requirements
which provide explanatory material. These notes and footnotes
4.1 Mineral filler shall be graded within the following
(excluding those in tables and figures) shall not be considered
as requirements of the standard. limits:
Sieve Percent Passing (by Mass)
2. Referenced Documents
1.18 mm (No. 16) 100
600-µm (No. 30) 97 to 100
2
2.1 ASTM Standards:
300-µm (No. 50) 95 to 100
C50 Practice for Sampling, Preparation, Packaging, and 75-µm (No. 200) 70 to 100
Marking of Lime and Limestone Products
4.2 Mineral Filler prepared from rock dust, slag dust, loess,
C 183 Practice for Sampling and the Amount of Testing of
and similar materials shall be essentially free from organic
Hydraulic Cement
impurities and have a plasticity index not greater than 4.
C311 Test Methods for Sampling and Testing Fly Ash or
NOTE 1—Plasticity index limits are not appropriate for hydrated lime
Natural Pozzolans for Use as a Mineral Admixture in
and hydraulic cement.
Portland Cement Concrete
D 546 Test Method for Sieve Analysis of Mineral Filler for
5. Methods of Sampling and Testing
Bituminous Paving Materials
5.1 Sample the mineral filler according to Practice C50,
D 4318 Test Method for Liquid Limit, Plastic Limit, and
C 183, or Test MethodsC311, w
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.