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ASTM D1073-99

(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

Replaced By
ASTM D1073-01 - Standard Specification for Fine Aggregate for Bituminous Paving Mixtures
Effective Date
10-Aug-2001
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 D1073-99 - Standard Specification for Fine Aggregate for Bituminous Paving MixturesASTM D1073-99 - Standard Specification for Fine Aggregate for Bituminous Paving Mixtures
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ASTM D1073-99 - 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 discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: D 1073 – 99
Standard Specification for
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 D 3515 Specification for Hot-Mixed, Hot-Laid Bituminous
Paving Mixtures
1.1 This specification covers fine aggregate for use in
D 3665 Practice for Random Sampling of Construction
bituminous paving mixtures.
Materials
1.2 This specification is intended to describe material from
D 4318 Test Method for Liquid Limit, Plastic Limit, and
a single supplier. When material from two or more suppliers is
Plasticity Index of Soils
to be blended to produce a grading to meet requirements as
E 29 Practice for Using Significant Digits in Test Data to
described in Specification D 3515 or other specifications for
Determine Conformance with Specifications
bituminous paving mixtures, the grading requirements of Table
1 of this specification need not apply.
3. Terminology
NOTE 1—When obtaining materials from two or more suppliers that do
3.1 Definitions:
not meet the gradings in Table 1, and that are to be blended, it is
3.1.1 For defining aggregate types, see Descriptive Nomen-
recommended that the specifying or the ordering agency specify the
clature C 294, and Terminology D 8 and C 125.
alternative gradings to be supplied.
3.1.2 expanded shale, n; expanded clay, n; expanded slate,
1.3 The values stated in SI units are to be regarded as
n; the product resulting from the expanding of selected mate-
standard. Inch-pound units, shown in parentheses, are for
rials (shale, clay, or slate) in a rotary kiln at temperatures over
information only.
1000°C.
1.4 The text of this standard references notes and footnotes
which provide explanatory material. These notes and footnotes
4. Ordering Information
(excluding those in tables and figures) shall not be considered
4.1 Orders for material under this specification shall include
as requirements of the standard.
the following:
4.1.1 This specification designation including year,
2. Referenced Documents
4.1.2 Grading (6.2 and Table 1), or alternative grading
2.1 ASTM Standards:
designated by the purchaser,
C 88 Test Method for Soundness of Aggregates by Use of
4.1.3 Supplementary requirement for sulfate soundness, if
Sodium Sulfate or Magnesium Sulfate
required, including salt to be used (See S1), and
C 117 Test Method for Material Finer Than 75-μm (No.
4.1.4 Any exceptions or additions to this specification.
200) Sieve in Mineral Aggregates by Washing
C 125 Terminology Relating to Concrete and Concrete
5. General Characteristics
Aggregates
5.1 Fine aggregate is aggregate passing the 9.5-mm ( ⁄8-in.)
C 136 Test Method for Sieve Analysis of Fine and Coarse
sieve and almost entirely passing the 4.75-mm (No. 4) sieve. It
Aggregates
shall consist of natural sand; or of manufactured fine aggregate
C 294 Descriptive Nomenclature for Constituents of Con-
from crushed stone, crushed blast–furnace slag, or crushed
crete Aggregates
gravel; or crushed or uncrushed expanded shale, expanded
D 8 Terminology Relating to Materials for Roads and Pave-
clay, or expanded slate; or combinations thereof. It shall consist
ments
of hard, tough grains, free of injurious amounts of clay, loam,
D 75 Practice for Sampling Aggregates
or other deleterious substances.
6. Physical Properties
This specification is under the jurisdiction of ASTM Committee D-4 on Road 6.1 To determine conformance to this specification, each
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
value for grading (and sulfate soundness, when required) shall
Aggregate Specifications.
Current edition approved Dec. 10, 1999. Published February 2000. Originally
published as D 1073 – 1949 T. Last previous edition D 1073 – 94.
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 1
...

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1.1 This test method describes a test procedure for determining the density of asphalt mixtures by the attenuation of gamma radiation, where the source and detector(s) remain on the surface (backscatter method) or the source or detector is placed at a known depth up to 300 mm [12 in.] while the detector or source remains on the surface (direct transmission method).  
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1.1 These practices cover the design, testing, and construction of mixtures for surface treatment of pavements. It is written as a guide and should be used as such. End-use specifications should be adapted to conform to job and user requirements.  
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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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SCOPE
1.1 This standard covers a standardized method whereby recycling agents to be used in hot recycling of asphalt concrete can be classified. The recycling agents are classified by viscosity in mm2/s measured at 60 °C [140 °F]. This classification does not apply to emulsified recycling agents.  
1.2 This standard does not address the performance of asphalt binder blends with recycling agents, or that of hot-mix asphalt mixture containing recycling agents. Adherence of a recycling agent to this specification does not necessarily relate to the performance of asphalt binders and mixtures containing the recycling agents.
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