ASTM D1073-07
(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 – 07
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 C136 Test Method for Sieve Analysis of Fine and Coarse
Aggregates
1.1 This specification covers fine aggregate for use in
C294 Descriptive Nomenclature for Constituents of Con-
bituminous paving mixtures.
crete Aggregates
1.2 This specification is intended to describe material from
D8 Terminology Relating to Materials for Roads and Pave-
a single source. When material from two or more sources is to
ments
be blended to produce a grading to meet requirements in other
D75 Practice for Sampling Aggregates
specifications for bituminous paving mixtures, the grading
D3665 Practice for Random Sampling of Construction Ma-
requirements of Table 1 of this specification are not applicable.
terials
NOTE 1—When obtaining materials from two or more sources that are
D4318 Test Methods for Liquid Limit, Plastic Limit, and
to be blended to produce the final mix, it is recommended that the
Plasticity Index of Soils
specifying or the ordering agency specify the alternative gradings and
E29 Practice for Using Significant Digits in Test Data to
blend ratios to be supplied.
Determine Conformance with Specifications
1.3 The values stated in SI units are to be regarded as
standard. Inch-pound units, shown in parentheses, are for
3. Terminology
information only.
3.1 Definitions:
1.4 The text of this standard references notes and footnotes
3.1.1 For defining aggregate types, see Descriptive Nomen-
which provide explanatory material. These notes and footnotes
clature C294, and Terminology D8 and C125.
(excluding those in tables and figures) shall not be considered
3.1.2 expanded shale, n; expanded clay, n; expanded slate,
as requirements of the standard.
n; the product resulting from the expanding of selected mate-
rials (shale, clay, or slate) in a rotary kiln at temperatures over
2. Referenced Documents
1000°C.
2
2.1 ASTM Standards:
C88 Test Method for Soundness of Aggregates by Use of
4. Ordering Information
Sodium Sulfate or Magnesium Sulfate
4.1 Orders for material under this specification shall include
C117 TestMethodforMaterialsFinerthan75-µm(No.200)
the following:
Sieve in Mineral Aggregates by Washing
4.1.1 This specification designation including year,
C125 Terminology Relating to Concrete and Concrete Ag-
4.1.2 Grading (6.2 and Table 1), or alternative grading
gregates
designated by the purchaser,
4.1.3 Supplementary requirement for sulfate soundness, if
required, including salt to be used (See S1), and
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
4.1.4 Any exceptions or additions to this specification.
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
Aggregate Specifications.
5. General Characteristics
Current edition approved Dec. 1, 2007. Published January 2008. Originally
3
5.1 Fine aggregate is aggregate passing the 9.5-mm ( ⁄8-in.)
approved in 1949. Last previous edition approved in 2006 as D1073 – 06. DOI:
10.1520/D1073-07.
sieve and almost entirely passing the 4.75-mm (No. 4) sieve. It
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
shall consist of natural sand; or of manufactured fine aggregate
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
from crushed stone, crushed blast–furnace slag, or crushed
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. gravel; or crushed or uncrushed expanded shale, expanded
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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D1073 – 07
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 65 28 to 52 65 to 90 20 to 65 20 to 65
300-µm (No. 50) 7 to 40 8 to 30 30 to 60 7 to 40 7 to 46
150-µm (No. 100) 2 to 20 0 to 12 5 to 25 2 to 20 2 to 30
75-µm (No. 200) 0 to 10 0 to 5 0 to 5 0 to 10 .
NOTE 2—The proportioning of a bituminous mixture
...
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:D1073–06 Designation: D 1073 – 07
Standard Specification for
1
Fine Aggregate for Bituminous Paving Mixtures
This standard is issued under the fixed designation D 1073; 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
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 as described in Specification D3515 or 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C 88 Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
C 117 Test Method for Materials Finer than 75-m (No. 200) Sieve in Mineral Aggregates by Washing
C 125 Terminology Relating to Concrete and Concrete Aggregates
C 136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
C 294 Descriptive Nomenclature for Constituents of Concrete Aggregates
D 8 Terminology Relating to Materials for Roads and Pavements
D 75 Practice for Sampling Aggregates D3515Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures
D 3665 Practice for Random Sampling of Construction Materials
D 4318 Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
E 29 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 C 294, and Terminology D 8 and C 125.
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
ThisspecificationisunderthejurisdictionofASTMCommitteeD04onRoadandPavingMaterialsandisthedirectresponsibilityofSubcommitteeD04.50onAggregate
Specifications.
Current edition approved June 1, 2006. Published June 2006. Originally approved in 1949. Last previous edition approved in 2001 as D1073– 01.
Current edition approved Dec. 1, 2007. Published January 2008. Originally approved in 1949. Last previous edition approved in 2006 as D 1073 – 06.
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 ----------------------
D1073–07
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 65 28 to 52 65 to 90 20 to 65 20 to 65
300-µm (No. 50) 7 to 40 8 to 30 30 to 60 7
...
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