ASTM D1073-11
(Specification)Standard Specification for Fine Aggregate for Bituminous Paving Mixtures
Standard Specification for Fine Aggregate for Bituminous Paving Mixtures
ABSTRACT
This specification covers fine aggregate for use in bituminous paving mixtures. The aggregate shall be sampled to meet the requirements prescribed. Grading, fineness modulus and plasticity index shall be tested to meet the requirements prescribed.
SCOPE
1.1 This specification covers fine aggregate for use in bituminous paving mixtures.
1.2 This specification is intended to describe material from a single source. When material from two or more sources is to be blended to produce a grading to meet requirements in other specifications for bituminous paving mixtures, the grading requirements of Table 1 of this specification are not applicable.
Note 1— When obtaining materials from two or more sources that are to be blended to produce the final mix, it is recommended that the specifying or the ordering agency specify the alternative gradings and blend ratios to be supplied.
1.3 The values stated in SI units are to be regarded as standard. Inch-pound units, shown in parentheses, are for information only.
1.4 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
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Designation:D1073 −11
StandardSpecification for
1
Fine Aggregate for Bituminous Paving Mixtures
This standard is issued under the fixed designation D1073; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope C294 Descriptive Nomenclature for Constituents of Con-
crete Aggregates
1.1 This specification covers fine aggregate for use in
D8 Terminology Relating to Materials for Roads and Pave-
bituminous paving mixtures.
ments
1.2 This specification is intended to describe material from
D75 Practice for Sampling Aggregates
a single source. When material from two or more sources is to
D3665 Practice for Random Sampling of Construction Ma-
be blended to produce a grading to meet requirements in other
terials
specifications for bituminous paving mixtures, the grading
D4318 Test Methods for Liquid Limit, Plastic Limit, and
requirements of Table 1 of this specification are not applicable.
Plasticity Index of Soils
NOTE 1—When obtaining materials from two or more sources that are E29 Practice for Using Significant Digits in Test Data to
to be blended to produce the final mix, it is recommended that the
Determine Conformance with Specifications
specifying or the ordering agency specify the alternative gradings and
blend ratios to be supplied.
3. Terminology
1.3 The values stated in SI units are to be regarded as
3.1 Definitions:
standard. No other units of measurement are included in this
3.1.1 For defining aggregate types, see Descriptive Nomen-
standard. Sieve numbers shown in the text and Table 1 are
clature C294, and Terminology D8 and C125.
labels only and are included for ease of reference of the user of
this standard.
3.1.2 expanded shale, n; expanded clay, n; expanded slate,
n; the product resulting from the expanding of selected
1.4 The text of this standard references notes and footnotes
materials (shale, clay, or slate) in a rotary kiln at temperatures
which provide explanatory material. These notes and footnotes
over 1000°C.
(excluding those in tables and figures) shall not be considered
as requirements of the standard.
4. Ordering Information
2. Referenced Documents
4.1 Orders for material under this specification shall include
2
2.1 ASTM Standards:
the following:
C88 Test Method for Soundness of Aggregates by Use of
4.1.1 This specification designation including year,
Sodium Sulfate or Magnesium Sulfate
4.1.2 Grading (6.2 and Table 1), or alternative grading
C117 Test Method for Materials Finer than 75-µm (No. 200)
designated by the purchaser,
Sieve in Mineral Aggregates by Washing
4.1.3 Supplementary requirement for sulfate soundness, if
C125 Terminology Relating to Concrete and Concrete Ag-
required, including salt to be used (See S1), and
gregates
C136 Test Method for Sieve Analysis of Fine and Coarse 4.1.4 Any exceptions or additions to this specification.
Aggregates
5. General Characteristics
3
1
This specification is under the jurisdiction of ASTM Committee D04 on Road 5.1 Fine aggregate is aggregate passing the 9.5-mm ( ⁄8-in.)
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
sieve and almost entirely passing the 4.75-mm (No. 4) sieve. It
Aggregate Specifications.
shall consist of natural sand; or of manufactured fine aggregate
Current edition approved Dec. 1, 2011. Published December 2011. Originally
from crushed stone, crushed blast–furnace slag, or crushed
approved in 1949. Last previous edition approved in 2007 as D1073 – 07. DOI:
10.1520/D1073-11.
gravel; or crushed or uncrushed expanded shale, expanded
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
clay,orexpandedslate;orcombinationsthereof.Itshallconsist
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
of hard, tough grains, free of injurious amounts of clay, loam,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. or other deleterious substances.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D1073−11
TABLE 1 Grading Requirements for Fine Aggregates
Amounts Finer than Each Laboratory Sieve (Square Openings), mass %
Sieve Size
Grading No. 1 Grading No. 2 Grading No. 3 Grading No. 4 Grading No. 5
3
9.5-mm ( ⁄8-in.) 100 . . 100 100
4.75-mm (No. 4) 95 to 100 100 100 80 to 100 80 to 100
2.36-mm (No. 8) 70 to 100 75 to 100 95 to 100 65 to 100 65 to 100
1.18-mm (No. 16) 40 to 80 50 to 74 85 to 100 40 to 80 40 t
...
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:D1073–07 Designation: D1073 – 11
Standard Specification for
1
Fine Aggregate for Bituminous Paving Mixtures
This standard is issued under the fixed designation D1073; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope
1.1 This specification covers fine aggregate for use in bituminous paving mixtures.
1.2 This specification is intended to describe material from a single source. When material from two or more sources is to be
blended to produce a grading to meet requirements in other specifications for bituminous paving mixtures, the grading
requirements of Table 1 of this specification are not applicable.
NOTE 1—When obtaining materials from two or more sources that are to be blended to produce the final mix, it is recommended that the specifying
or the ordering agency specify the alternative gradings and blend ratios to be supplied.
1.3The values stated in SI units are to be regarded as standard. Inch-pound units, shown in parentheses, are for information only.
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
Sieve numbers shown in the text and Table 1 are labels only and are included for ease of reference of the user of this standard.
1.4 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C88 Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
C117 Test Method for Materials Finer than 75-m (No. 200) Sieve in Mineral Aggregates by Washing
C125 Terminology Relating to Concrete and Concrete Aggregates
C136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
C294 Descriptive Nomenclature for Constituents of Concrete Aggregates
D8 Terminology Relating to Materials for Roads and Pavements
D75 Practice for Sampling Aggregates
D3665 Practice for Random Sampling of Construction Materials
D4318 Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
E29 Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications
3. Terminology
3.1 Definitions:
3.1.1 For defining aggregate types, see Descriptive Nomenclature C294, and Terminology D8 and C125.
3.1.2 expanded shale, n; expanded clay, n; expanded slate, n; the product resulting from the expanding of selected materials
(shale, clay, or slate) in a rotary kiln at temperatures over 1000°C.
4. Ordering Information
4.1 Orders for material under this specification shall include the following:
4.1.1 This specification designation including year,
4.1.2 Grading (6.2 and Table 1), or alternative grading designated by the purchaser,
4.1.3 Supplementary requirement for sulfate soundness, if required, including salt to be used (See S1), and
4.1.4 Any exceptions or additions to this specification.
1
This specification is under the jurisdiction ofASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.50 onAggregate
Specifications.
Current edition approved Dec. 1, 2007.2011. Published January 2008.December 2011. Originally approved in 1949. Last previous edition approved in 20062007 as
D1073 – 067. DOI: 10.1520/D1073-07.10.1520/D1073-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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 ----------------------
D1073 – 11
TABLE 1 Grading Requirements for Fine Aggregates
Amounts Finer than Each Laboratory Sieve (Square Openings), mass %
Sieve Size
Grading No. 1 Grading No. 2 Grading No. 3 Grading No. 4 Grading No. 5
3
9.5-mm ( ⁄8-in.) 100 . . 100 100
4.75-mm (No. 4) 95 to 100 100 100 80 to 100 80 to 100
2.36-mm (No. 8) 70 to 100 75 to 100 95 to 100 65 to 100 65 to 100
1.18-mm (No. 16) 40 to 80 50 to 74 85 to 100 40 to 80 40 to 80
600-µm (No. 30) 20 to 6
...
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