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ASTM D1073-01

(Specification)

Standard Specification for Fine Aggregate for Bituminous Paving Mixtures

Standard Specification for Fine Aggregate for Bituminous Paving Mixtures

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 supplier. When material from two or more suppliers 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 need not apply. Note 1-When obtaining materials from two or more suppliers that do not meet the gradings in Table 1, and that are to be blended, it is recommended that the specifying or the ordering agency specify the alternative gradings 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

Status
Historical
Publication Date
09-Aug-2001
ICS
93.080.10 - Road construction
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.50 - Aggregate Specifications
Current Stage
Ref Project

Relations

Replaces
ASTM D1073-99 - Standard Specification for Fine Aggregate for Bituminous Paving Mixtures
Effective Date
10-Aug-2001
Replaced By
ASTM D1073-06 - Standard Specification for Fine Aggregate for Bituminous Paving Mixtures
Effective Date
01-Jun-2006
Referred By
ASTM D8418-21 - Standard Guide for Material and Construction Standards Related to Sustainability Within Committee D04
Effective Date
10-Aug-2001
Referred By
ASTM D3910-21 - Standard Practices for Design, Testing, and Construction of Slurry Seal
Effective Date
10-Aug-2001
Referred By
ASTM D4215-21 - Standard Specification for Cold-Mixed, Cold-Laid Asphalt Paving Mixtures
Effective Date
10-Aug-2001
Referred By
ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures
Effective Date
10-Aug-2001

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ASTM D1073-01 - Standard Specification for Fine Aggregate for Bituminous Paving MixturesASTM D1073-01 - Standard Specification for Fine Aggregate for Bituminous Paving Mixtures
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ASTM D1073-01 - Standard Specification for Fine Aggregate for Bituminous Paving Mixtures
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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 1073 – 01
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.
3
1. Scope D 75 Practice for Sampling Aggregates
D 3515 Specification for Hot-Mixed, Hot-Laid Bituminous
1.1 This specification covers fine aggregate for use in
3
Paving Mixtures
bituminous paving mixtures.
D 3665 Practice for Random Sampling of Construction
1.2 This specification is intended to describe material from
3
Materials
a single supplier. When material from two or more suppliers is
D 4318 Test Method for Liquid Limit, Plastic Limit, and
to be blended to produce a grading to meet requirements as
4
Plasticity Index of Soils
described in Specification D 3515 or other specifications for
E 29 Practice for Using Significant Digits in Test Data to
bituminous paving mixtures, the grading requirements ofTable
5
Determine Conformance with Specifications
1 of this specification need not apply.
NOTE 1—When obtaining materials from two or more suppliers that do 3. Terminology
not meet the gradings in Table 1, and that are to be blended, it is
3.1 Definitions:
recommended that the specifying or the ordering agency specify the
3.1.1 For defining aggregate types, see Descriptive Nomen-
alternative gradings to be supplied.
clature C 294, and Terminology D 8 and C 125.
1.3 The values stated in SI units are to be regarded as
3.1.2 expanded shale, n; expanded clay, n; expanded slate,
standard. Inch-pound units, shown in parentheses, are for
n; the product resulting from the expanding of selected mate-
information only.
rials (shale, clay, or slate) in a rotary kiln at temperatures over
1.4 The text of this standard references notes and footnotes
1000°C.
which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered 4. Ordering Information
as requirements of the standard.
4.1 Orders for material under this specification shall include
the following:
2. Referenced Documents
4.1.1 This specification designation including year,
2.1 ASTM Standards:
4.1.2 Grading (6.2 and Table 1), or alternative grading
C 88 Test Method for Soundness of Aggregates by Use of
designated by the purchaser,
2
Sodium Sulfate or Magnesium Sulfate
4.1.3 Supplementary requirement for sulfate soundness, if
C 117 Test Method for Material Finer Than 75-µm (No.
required, including salt to be used (See S1), and
2
200) Sieve in Mineral Aggregates by Washing
4.1.4 Any exceptions or additions to this specification.
C 125 Terminology Relating to Concrete and Concrete
2
Aggregates 5. General Characteristics
C 136 Test Method for Sieve Analysis of Fine and Coarse
3
5.1 Fine aggregate is aggregate passing the 9.5-mm ( ⁄8-in.)
2
Aggregates
sieve and almost entirely passing the 4.75-mm (No. 4) sieve. It
C 294 Descriptive Nomenclature for Constituents of Con-
shall consist of natural sand; or of manufactured fine aggregate
2
crete Aggregates
from crushed stone, crushed blast–furnace slag, or crushed
D 8 Terminology Relating to Materials for Roads and Pave-
gravel; or crushed or uncrushed expanded shale, expanded
3
ments
clay,orexpandedslate;orcombinationsthereof.Itshallconsist
of hard, tough grains, free of injurious amounts of clay, loam,
or other deleterious substances.
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
Aggregate Specifications.
Current edition approved Aug. 10, 2001. Published October 2001. Originally
published as D 1073 – 1949 T. Last previous edition D 1073 – 99.
2 4
Annual Book of ASTM Standards, Vol 04.02. Annual Book of ASTM Standards, Vol 04.08.
3 5
Annual Book of ASTM Standards, Vol 04.03. Annual Book of ASTM Standards, Vol 14.02.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D 1073
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.
...

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3.1 Recycling of deteriorated asphalt pavements is being used with increasing frequency for its economy and benefit of conserving raw materials. The objective of recycling is to reuse the two ingredients of asphalt concrete-aggregate and asphalt binder and to restore the desired properties to the mixture. Recycling is carried out hot or cold, depending on the condition of the deteriorated pavement, construction procedure, availability of equipment, and cost. This classification is for classifying recycling agents to be used in recycled asphalt mixtures.  
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