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ASTM D1073-16(2022)

(Specification)

Standard Specification for Fine Aggregate for Asphalt Paving Mixtures

Standard Specification for Fine Aggregate for Asphalt 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 asphalt 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 asphalt 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. 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.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

General Information

Status
Published
Publication Date
30-Jun-2022
ICS
93.080.10 - Road construction
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.50 - Aggregate Specifications
Current Stage
Ref Project

Relations

Refers
ASTM C88/C88M-24 - Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Effective Date
01-Jan-2024
Refers
ASTM C117-23 - Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Effective Date
15-Nov-2023
Refers
ASTM C125-19a - Standard Terminology Relating to Concrete and Concrete Aggregates
Effective Date
15-Dec-2019
Refers
ASTM D75/D75M-19 - Standard Practice for Sampling Aggregates
Effective Date
01-Nov-2019
Refers
ASTM D8-19 - Standard Terminology Relating to Materials for Roads and Pavements
Effective Date
01-Aug-2019
Refers
ASTM C125-19 - Standard Terminology Relating to Concrete and Concrete Aggregates
Effective Date
01-Jan-2019
Refers
ASTM D8-18c - Standard Terminology Relating to Materials for Roads and Pavements
Effective Date
15-Dec-2018
Refers
ASTM C125-18b - Standard Terminology Relating to Concrete and Concrete Aggregates
Effective Date
01-Oct-2018
Refers
ASTM D8-18b - Standard Terminology Relating to Materials for Roads and Pavements
Effective Date
15-Aug-2018
Refers
ASTM C88/C88M-18 - Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Effective Date
01-Aug-2018
Refers
ASTM C125-18a - Standard Terminology Relating to Concrete and Concrete Aggregates
Effective Date
01-Jul-2018
Refers
ASTM D8-18a - Standard Terminology Relating to Materials for Roads and Pavements
Effective Date
01-Jul-2018
Refers
ASTM D8-18 - Standard Terminology Relating to Materials for Roads and Pavements
Effective Date
01-Feb-2018
Refers
ASTM C125-18 - Standard Terminology Relating to Concrete and Concrete Aggregates
Effective Date
01-Jan-2018
Refers
ASTM D8-17c - Standard Terminology Relating to Materials for Roads and Pavements
Effective Date
15-Jul-2017

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ASTM D1073-16(2022) - Standard Specification for Fine Aggregate for Asphalt Paving MixturesASTM D1073-16(2022) - Standard Specification for Fine Aggregate for Asphalt Paving Mixtures
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ASTM D1073-16(2022) - Standard Specification for Fine Aggregate for Asphalt Paving Mixtures
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This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation:D1073 −16 (Reapproved 2022)
Standard Specification for
Fine Aggregate for Asphalt 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 U.S. Department of Defense.
1. Scope C117 Test Method for Materials Finer than 75-µm (No. 200)
Sieve in Mineral Aggregates by Washing
1.1 This specification covers fine aggregate for use in
C125 Terminology Relating to Concrete and Concrete Ag-
asphalt paving mixtures.
gregates
1.2 This specification is intended to describe material from
C136/C136M Test Method for Sieve Analysis of Fine and
a single source. When material from two or more sources is to
Coarse Aggregates
be blended to produce a grading to meet requirements in other
C294 Descriptive Nomenclature for Constituents of Con-
specifications for asphalt paving mixtures, the grading require-
crete Aggregates
ments of Table 1 of this specification are not applicable.
D8 Terminology Relating to Materials for Roads and Pave-
ments
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
D75/D75M Practice for Sampling Aggregates
specifying or the ordering agency specify the alternative gradings and
D3665 Practice for Random Sampling of Construction Ma-
blend ratios to be supplied.
terials
1.3 The values stated in SI units are to be regarded as
D4318 Test Methods for Liquid Limit, Plastic Limit, and
standard. No other units of measurement are included in this
Plasticity Index of Soils
standard. Sieve numbers shown in the text and Table 1 are
E29 Practice for Using Significant Digits in Test Data to
labels only and are included for ease of reference of the user of
Determine Conformance with Specifications
this standard.
3. Terminology
1.4 The text of this standard references notes and footnotes
which provide explanatory material. These notes and footnotes
3.1 Definitions:
(excluding those in tables and figures) shall not be considered
3.1.1 For defining aggregate types, see Descriptive Nomen-
as requirements of the standard.
clature C294, and Terminologies D8 and C125.
3.1.2 expanded shale, n; expanded clay, n; expanded slate,
1.5 This international standard was developed in accor-
n; the product resulting from the expanding of selected
dance with internationally recognized principles on standard-
materials (shale, clay, or slate) in a rotary kiln at temperatures
ization established in the Decision on Principles for the
over 1000 °C.
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
4. Ordering Information
Barriers to Trade (TBT) Committee.
4.1 Orders for material under this specification shall include
2. Referenced Documents
the following:
2.1 ASTM Standards:
4.1.1 This specification designation including year,
C88/C88M Test Method for Soundness of Aggregates by
4.1.2 Grading (6.2 and Table 1), or alternative grading
Use of Sodium Sulfate or Magnesium Sulfate
designated by the purchaser,
4.1.3 Supplementary requirement for sulfate soundness, if
required, including salt to be used (See Supplementary Re-
This specification is under the jurisdiction of ASTM Committee D04 on Road
quirement S1), and
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
Aggregate Specifications.
4.1.4 Any exceptions or additions to this specification.
Current edition approved July 1, 2022. Published July 2022. Originally approved
in 1949. Last previous edition approved in 2016 as D1073 – 16. DOI: 10.1520/
5. General Characteristics
D1073-16R22.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.1 Fine aggregate is aggregate passing the 9.5 mm ( ⁄8 in.)
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
sieve and almost entirely passing the 4.75 mm (No. 4) sieve. It
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. shall consist of natural sand; or of manufactured fine aggregate
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D1073−16 (2022)
TABLE 1 Grading Requirements for Fine Aggregates
Amounts Finer Than Each Laboratory
...

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4.1 The test method described is useful as a rapid, nondestructive technique for determining the in-place density of compacted asphalt mixtures.  
4.2 With proper calibration and confirmation testing, the test method is suitable for quality control and acceptance testing of compacted asphalt mixtures.  
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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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ASTM D979/D979M-22(Practice)
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4.1 General:  
4.1.1 Sampling is equally as important as the testing, and the sampler shall take every precaution to obtain samples that will yield an acceptable estimate of the nature and conditions of the materials which they represent.  
4.1.2 Samples for the development of preliminary data are obtained by the party responsible for the development of the data. Samples for control of the product at the source of manufacture or storage, or at the site of use, are obtained by the manufacturer, contractor, or other parties responsible for accomplishing the work. Samples for tests to be used in acceptance or rejection decisions by the purchaser are obtained by the purchaser or his authorized representative.  
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SCOPE
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ABSTRACT
This specification covers the quality and sizes of crushed stone, crushed slag, crushed expanded shale, crushed expanded clay, crushed expanded slate, and crushed or uncrushed gravel suitable for use as aggregate in single or multiple bituminous surface treatments. Tests shall be performed to determine the properties of the material in accordance with the following test methods: sampling; random sampling; degradation resistance; bulk density of aggregates; sulfate soundness; sieve analysis; clay lumps and friable particles; lightweight pieces; and flat and elongated pieces.
SCOPE
1.1 This specification covers the quality and sizes of crushed stone, crushed slag, crushed expanded shale, crushed expanded clay, crushed expanded slate, and crushed or uncrushed gravel suitable for use as aggregate in single or multiple asphalt surface treatments.  
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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.  
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This specification covers quality-controlled graded aggregates that, when hauled to and properly spread and compacted on a prepared grade to appropriate density standards, may be expected to provide adequate stability and load support for use as highway or airport bases or subbases. Coarse aggregate retained on the sieve shall consist of durable particles of crushed stone, gravel, or slag capable of withstanding the effects of handling, spreading, and compacting without degradation productive of deleterious fines. Fine aggregate passing through the sieve shall normally consist of fines from the operation of crushing the coarse aggregate. Where available and suitable, addition of natural sand or finer mineral matter, or both, is not prohibited. The following tests shall be performed: grain-size test (dry and wet sieving), liquid limit test, plastic limit test, plasticity index test, sand equivalent value test, and expansion test.
SCOPE
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4.1 This test method assigns an empirical value to the relative amount, fineness, and character of clay-like material that may be generated in an aggregate when subjected to mechanical degradation.  
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SCOPE
1.1 This test method covers the determination of a durability index of an aggregate. The calculated durability index is a value indicating the relative resistance of an aggregate to production of detrimental clay-like fines when subjected to the prescribed mechanical methods of degradation.  
1.2 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
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1.2.2 Measurements in Section 11, Section 15, Eq 3, Eq 4, and Table 1 are only given in inch-pound units because the equipment used in these sections is only manufactured using the inch-pound system.  
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SIGNIFICANCE AND USE
4.1 The test method described is useful as a rapid, nondestructive technique for determining the in-place density of compacted asphalt mixtures.  
4.2 With proper calibration and confirmation testing, the test method is suitable for quality control and acceptance testing of compacted asphalt mixtures.  
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4.4 The nondestructive nature of the test allows repetitive measurements to be made at a single test location between roller passes and to monitor changes in density.  
4.5 The density results obtained by this test method are relative. Correlation with other test methods such as D1188/D1188M, D2726/D2726M, or D6752/D6752M is required to convert the results obtained using this method to actual density. It is recommended that at least seven core densities and seven nuclear densities be used to establish a conversion factor. A new factor must be established at any time a change is made in the paving mixture or in the construction process.
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SCOPE
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SIGNIFICANCE AND USE
4.1 General:  
4.1.1 Sampling is equally as important as the testing, and the sampler shall take every precaution to obtain samples that will yield an acceptable estimate of the nature and conditions of the materials which they represent.  
4.1.2 Samples for the development of preliminary data are obtained by the party responsible for the development of the data. Samples for control of the product at the source of manufacture or storage, or at the site of use, are obtained by the manufacturer, contractor, or other parties responsible for accomplishing the work. Samples for tests to be used in acceptance or rejection decisions by the purchaser are obtained by the purchaser or his authorized representative.  
4.1.3 This standard shall not be used for the sampling of compacted asphalt mixtures. Practice D5361/D5361M shall be used.
SCOPE
1.1 This practice covers sampling of asphalt mixtures at points of manufacture, storage, delivery, or in place.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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  • Standard
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ASTM
ASTM D1139/D1139M-22(Specification)
Standard Specification for Aggregate for Single or Multiple Asphalt Surface Treatments

ABSTRACT
This specification covers the quality and sizes of crushed stone, crushed slag, crushed expanded shale, crushed expanded clay, crushed expanded slate, and crushed or uncrushed gravel suitable for use as aggregate in single or multiple bituminous surface treatments. Tests shall be performed to determine the properties of the material in accordance with the following test methods: sampling; random sampling; degradation resistance; bulk density of aggregates; sulfate soundness; sieve analysis; clay lumps and friable particles; lightweight pieces; and flat and elongated pieces.
SCOPE
1.1 This specification covers the quality and sizes of crushed stone, crushed slag, crushed expanded shale, crushed expanded clay, crushed expanded slate, and crushed or uncrushed gravel suitable for use as aggregate in single or multiple asphalt surface treatments.  
1.2 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.  
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.3.1 Regarding sieves, per Specification E11: “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth. The values stated in inch-pound units shall be considered standard with regard to the sieve frames.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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  • Technical specification
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