ASTM D1369-19
(Practice)Standard Practice for Quantities of Materials for Asphalt-Aggregate Surface Treatments
Standard Practice for Quantities of Materials for Asphalt-Aggregate Surface Treatments
SIGNIFICANCE AND USE
4.1 This practice is intended to be used as a guide by those involved in the design of asphalt surface treatments. It covers typical application rates for the various types of surface treatments and covers aggregate sizes and recommended grades of asphaltic material for both hot and cool weather conditions.
4.2 The typical asphalt material application rates given are for normal surfaces and non-porous aggregates. Provision is made for rate adjustment when other than normal surfaces or porous aggregates, or both, are involved.
SCOPE
1.1 This practice covers the rates of application of asphalt materials and aggregates and types and grades of asphalt materials for single and multiple asphalt surface treatments as applied to suitably prepared pavements or bases.
1.2 The text of this standard references notes and footnotes that 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.
1.4 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.
1.5 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.
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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: D1369 − 19
Standard Practice for
Quantities of Materials for Asphalt-Aggregate Surface
1
Treatments
This standard is issued under the fixed designation D1369; 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 and Voids in Aggregate
D8 Terminology Relating to Materials for Roads and Pave-
1.1 This practice covers the rates of application of asphalt
ments
materials and aggregates and types and grades of asphalt
D448 Classification for Sizes of Aggregate for Road and
materials for single and multiple asphalt surface treatments as
Bridge Construction
applied to suitably prepared pavements or bases.
D946/D946M Specification for Penetration-Graded Asphalt
1.2 The text of this standard references notes and footnotes
Binder for Use in Pavement Construction
that provide explanatory material. These notes and footnotes
D977 Specification for Emulsified Asphalt
(excluding those in tables and figures) shall not be considered
D1139/D1139M Specification for Aggregate for Single or
as requirements of the standard.
Multiple Bituminous Surface Treatments
1.3 The values stated in either SI units or inch-pound units D1250 Guide for the Use of the Joint API and ASTM
Adjunct for Temperature and Pressure Volume Correction
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each Factors for Generalized Crude Oils, Refined Products, and
Lubricating Oils: API MPMS Chapter 11.1
system shall be used independently of the other. Combining
values from the two systems may result in nonconformance D2027/D2027M Specification for Cutback Asphalt
(Medium-Curing Type)
with the standard.
D2028/D2028M Specification for Cutback Asphalt (Rapid-
1.4 This standard does not purport to address all of the
Curing Type)
safety concerns, if any, associated with its use. It is the
D2397/D2397M Specification for Cationic Emulsified As-
responsibility of the user of this standard to establish appro-
phalt
priate safety, health, and environmental practices and deter-
mine the applicability of regulatory limitations prior to use.
3. Terminology
1.5 This international standard was developed in accor-
3.1 For definitions of other terms used in this standard, refer
dance with internationally recognized principles on standard-
to Terminology D8.
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
3.2 Definitions of Terms Specific to This Standard:
mendations issued by the World Trade Organization Technical
3.2.1 The types of surface treatments covered by this
Barriers to Trade (TBT) Committee.
practice are as follows:
3.2.2 multiple-surface treatment, n—awearingsurfacecom-
2. Referenced Documents
posed of asphalt material and aggregate, in which coarser
2
aggregate is placed uniformly over an initial application of
2.1 ASTM Standards:
asphalt material and followed by one or more subsequent
C29/C29M Test Method for Bulk Density (“Unit Weight”)
applications of asphalt material and smaller aggregate.
3.2.2.1 Discussion—Generally, the designated maximum
1 size of the smaller aggregate is one half that of the aggregate
This practice is under the jurisdiction of ASTM Committee D04 on Road and
Paving Materials and is the direct responsibility of Subcommittee D04.24 on used in the preceding application. Each application of aggre-
Asphalt Surface Treatments.
gate is placed uniformly in a single layer, the thickness of
Current edition approved Nov. 1, 2019. Published November 2019. Originally
which approximates the nominal maximum size of the aggre-
approved in 1955. Last previous edition approved in 2012 as D1369 – 84 (2012).
gate.
DOI: 10.1520/D1369-19.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
3.2.3 single-surface treatment, n—a wearing surface of
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
asphalt material and aggregate in which the aggregate is placed
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. uniformly over the applied asphalt material in a single layer,
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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D1369 − 19
the thickness of which approximates
...
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: D1369 − 84 (Reapproved 2012) D1369 − 19
Standard Practice for
Quantities of Materials for BituminousAsphalt-Aggregate
1
Surface Treatments
This standard is issued under the fixed designation D1369; 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
1.1 This practice covers the rates of application of bituminousasphalt materials and aggregates and types and grades of
bituminousasphalt materials for single and multiple bituminousasphalt surface treatments as applied to suitably prepared
pavements or bases.
1.2 The text of this standard references notes and footnotes that 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.
1.4 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 safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
C29/C29M Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate
D8 Terminology Relating to Materials for Roads and Pavements
D448 Classification for Sizes of Aggregate for Road and Bridge Construction
D490 Specification for Road Tar
D633 Volume Correction Table for Road Tar
D946D946/D946M Specification for Penetration-Graded Asphalt Binder for Use in Pavement Construction
D977 Specification for Emulsified Asphalt
D1139D1139/D1139M Specification for Aggregate for Single or Multiple Bituminous Surface Treatments
D1250 Guide for the Use of the Joint API and ASTM Adjunct for Temperature and Pressure Volume Correction Factors for
Generalized Crude Oils, Refined Products, and Lubricating Oils: API MPMS Chapter 11.1
D2027D2027/D2027M Specification for Cutback Asphalt (Medium-Curing Type)
D2028D2028/D2028M Specification for Cutback Asphalt (Rapid-Curing Type)
D2397D2397/D2397M Specification for Cationic Emulsified Asphalt
3. Terminology
3.1 For definitions of other terms used in this standard, refer to Terminology D8.
3.2 Definitions:Definitions of Terms Specific to This Standard:
1
This practice is under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.24 on
BituminousAsphalt Surface Treatments.
Current edition approved June 1, 2012Nov. 1, 2019. Published September 2012November 2019. Originally approved in 1955. Last previous edition approved in 20062012
as D1369 – 84 (2006).(2012). DOI: 10.1520/D1369-84R12.10.1520/D1369-19.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM 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 ----------------------
D1369 − 19
3.2.1 The types of surface treatments covered by this practice are as follows:
3.2.2 multiple-surface treatment—treatment, n—a wearing surface composed of bituminousasphalt material and aggregate, in
which coarser aggregate is placed uniformly over an initial application of bituminousasphalt material and followed by one or more
subsequent applications of bituminousasphalt material and smaller aggregate.
3.2.2.1 Discussion—
Generally, the designated maximum size of the smaller aggregate is one half that of the aggregat
...
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