ASTM D5360/D5360M-23
(Practice)Standard Practice for Design and Construction of Asphalt Surface Treatments
Standard Practice for Design and Construction of Asphalt Surface Treatments
SIGNIFICANCE AND USE
4.1 This practice is to be used as a guide and not a specification.
SCOPE
1.1 This practice covers the design and construction of asphalt surface treatments. It is a guide and should be used as such. End-use specifications should be adopted to conform to job and user requirements.
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 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.
1.4 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. For specific precautions, see Section 9.
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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Standards Content (Sample)
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: D5360/D5360M − 23
Standard Practice for
1
Design and Construction of Asphalt Surface Treatments
This standard is issued under the fixed designation D5360/D5360M; 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.
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1. Scope D490 Specification for Road Tar (Withdrawn 2023)
D946/D946M Specification for Penetration-Graded Asphalt
1.1 This practice covers the design and construction of
Binder for Use in Pavement Construction
asphalt surface treatments. It is a guide and should be used as
D977 Specification for Emulsified Asphalt
such. End-use specifications should be adopted to conform to
D1139/D1139M Specification for Aggregate for Single or
job and user requirements.
Multiple Asphalt Surface Treatments
1.2 The values stated in either SI units or inch-pound units
D1369 Practice for Quantities of Materials for Asphalt-
are to be regarded separately as standard. The values stated in
Aggregate Surface Treatments
each system may not be exact equivalents; therefore, each
D2027/D2027M Specification for Cutback Asphalt
system shall be used independently of the other. Combining
(Medium-Curing Type)
values from the two systems may result in nonconformance
D2028/D2028M Specification for Cutback Asphalt (Rapid-
with the standard.
Curing Type)
1.3 The text of this standard references notes and footnotes D2397/D2397M Specification for Cationic Emulsified As-
phalt
which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered D2399 Practice for Selection of Cutback Asphalts
D2995 Practice for Estimating Application Rate and Re-
as requirements of the standard.
sidual Application Rate of Bituminous Distributors
1.4 This standard does not purport to address all of the
D3381/D3381M Specification for Viscosity-Graded Asphalt
safety concerns, if any, associated with its use. It is the
Binder for Use in Pavement Construction
responsibility of the user of this standard to establish appro-
D3628 Practice for Selection and Use of Emulsified Asphalts
priate safety, health, and environmental practices and deter-
D5624 Practice for Determining the Transverse-Aggregate
mine the applicability of regulatory limitations prior to use.
Spread Rate for Surface Treatment Applications (With-
For specific precautions, see Section 9.
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drawn 2022)
1.5 This international standard was developed in accor-
D6114/D6114M Specification for Asphalt-Rubber Binder
dance with internationally recognized principles on standard-
D6154 Specification for Chemically Modified Asphalt Ce-
ization established in the Decision on Principles for the
ment for Use in Pavement Construction
Development of International Standards, Guides and Recom-
D6373 Specification for Performance-Graded Asphalt
mendations issued by the World Trade Organization Technical
Binder
Barriers to Trade (TBT) Committee.
3. Terminology
2. Referenced Documents
2
3.1 Definitions of Terms Specific to This Standard:
2.1 ASTM Standards:
3.1.1 multiple surface treatment—the asphalt surface pro-
D140/D140M Practice for Sampling Asphalt Materials
duced by the repeat application of bitumen and aggregate a
D448 Classification for Sizes of Aggregate for Road and
second or even a third time, with the aggregate size usually
Bridge Construction
becoming smaller with each application. Each layer is imme-
diately rolled, preferably with a pneumatic-tired roller.
1
This practice is under the jurisdiction of ASTM Committee D04 on Road and
3.1.2 single surface treatment—the asphalt surface pro-
Paving Materials and is the direct responsibility of Subcommittee D04.24 on
duced by the application of bitumen to a prepared surface
Asphalt Surface Treatments.
followed at once by an aggregate cover. The surface is
Current edition approved Dec. 1, 2023. Published January 2024. Originally
approved in 1998. Last previous edition approved in 2015 as D5360 – 15. DOI:
immediately rolled, preferably with a pneumatic-tired roller.
10.1520/D5360_D5360M-23.
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
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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...
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: D5360 − 15 D5360/D5360M − 23
Standard Practice for
Design and Construction of BituminousAsphalt Surface
1
Treatments
This standard is issued under the fixed designation D5360;D5360/D5360M; 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.
1. Scope
1.1 This practice covers the design and construction of bituminousasphalt surface treatments. It is a guide and should be used as
such. End-use specifications should be adopted to conform to job and user requirements.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values given in
parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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 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.
1.4 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 and healthsafety, health, and environmental practices and determine
the applicability of regulatory limitations prior to use. For specific precautions, see Section 9.
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:
D140D140/D140M Practice for Sampling Asphalt Materials
D448 Classification for Sizes of Aggregate for Road and Bridge Construction
3
D490 Specification for Road Tar (Withdrawn 2023)
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 Asphalt Surface Treatments
D1369 Practice for Quantities of Materials for Asphalt-Aggregate Surface Treatments
D2027D2027/D2027M Specification for Cutback Asphalt (Medium-Curing Type)
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 Asphalt
Surface Treatments.
Current edition approved Dec. 1, 2015Dec. 1, 2023. Published January 2016January 2024. Originally approved in 1998. Last previous edition approved in 20092015 as
D5360 – 09.D5360 – 15. DOI: 10.1520/D5360-15.10.1520/D5360_D5360M-23.
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.
3
The last approved version of this historical standard is referenced on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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D5360/D5360M − 23
D2028D2028/D2028M Specification for Cutback Asphalt (Rapid-Curing Type)
D2397D2397/D2397M Specification for Cationic Emulsified Asphalt
D2399 Practice for Selection of Cutback Asphalts
D2995 Practice for Estimating Application Rate and Residual Application Rate of Bituminous Distributors
D3381D3381/D3381M Specification for Viscosity-Graded Asphalt Binder for Use in Pavement Construction
D3628 Practice for Selection and Use of Emulsified Asphalts
3
D5624 Practice for Determining the Transverse-Aggregate Spread Rate for Surface Treatment Applications (Withdrawn 2022)
D6114D6114/D6114M Specification for Asphalt-Rubber Binder
D6154 Specification for Chemically Modified Asphalt Cement for Use in Pavement Construction
D6373 Specification for Performance-Graded Asphalt Binder
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
3.1.1 multiple surface treatment—the bituminousasphalt surface produced by the repeat applicat
...
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