ASTM D5360-15
(Practice)Standard Practice for Design and Construction of Bituminous Surface Treatments
Standard Practice for Design and Construction of Bituminous 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 bituminous 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 inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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 and health practices and determine the applicability of regulatory limitations prior to use. For specific precautions see Section 9.
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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: D5360 − 15
Standard Practice for
Design and Construction of Bituminous Surface
1
Treatments
This standard is issued under the fixed designation D5360; 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 D2397 Specification for Cationic Emulsified Asphalt
D2399 Practice for Selection of Cutback Asphalts
1.1 This practice covers the design and construction of
D2995 Practice for Estimating Application Rate and Re-
bituminous surface treatments. It is a guide and should be used
sidual Application Rate of Bituminous Distributors
as such. End-use specifications should be adopted to conform
D3381 Specification for Viscosity-Graded Asphalt Cement
to job and user requirements.
for Use in Pavement Construction
1.2 The values stated in inch-pound units are to be regarded
D3628 PracticeforSelectionandUseofEmulsifiedAsphalts
as standard. The values given in parentheses are mathematical
D5624 Practice for Determining the Transverse-Aggregate
conversions to SI units that are provided for information only
Spread Rate for Surface Treatment Applications
and are not considered standard.
D6114 Specification for Asphalt-Rubber Binder
1.3 This standard does not purport to address all of the
D6154 Specification for Chemically Modified Asphalt Ce-
safety concerns, if any, associated with its use. It is the ment for Use in Pavement Construction
responsibility of the user of this standard to establish appro-
D6373 Specification for Performance Graded Asphalt
priate safety and health practices and determine the applica- Binder
bility of regulatory limitations prior to use. For specific
precautions see Section 9.
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
2. Referenced Documents
3.1.1 multiple surface treatment—the bituminous surface
2
2.1 ASTM Standards:
produced by the repeat application of bitumen and aggregate a
D140 Practice for Sampling Bituminous Materials
second or even a third time, with the aggregate size usually
D448 Classification for Sizes of Aggregate for Road and
becoming smaller with each application. Each layer is imme-
Bridge Construction
diately rolled, preferably with a pneumatic-tired roller.
D490 Specification for Road Tar
3.1.2 single surface treatment—the bituminous surface pro-
D946 Specification for Penetration-Graded Asphalt Cement
duced by the application of bitumen to a prepared surface
for Use in Pavement Construction
followed at once by an aggregate cover. The surface is
D977 Specification for Emulsified Asphalt
immediately rolled, preferably with a pneumatic-tired roller.
D1139 Specification for Aggregate for Single or Multiple
Bituminous Surface Treatments
3.1.3 surface treatment—an application of bituminous ma-
D1369 Practice for Quantities of Materials for Bituminous
terial followed by a layer of mineral aggregate. Multiple
Surface Treatments
applications of bituminous material and mineral aggregate may
D2027 Specification for Cutback Asphalt (Medium-Curing
be used.
Type)
3.1.3.1 Discussion—The terms “seal coat” and “chip seal”
D2028 Specification for Cutback Asphalt (Rapid-Curing
have been used interchangeably with the term “surface treat-
Type)
ment.”
1
This practice is under the jurisdiction of ASTM Committee D04 on Road and
4. Significance and Use
Paving Materials and is the direct responsibility of Subcommittee D04.24 on
Asphalt Surface Treatments.
4.1 This practice is to be used as a guide and not a
Current edition approved Dec. 1, 2015. Published January 2016. Originally
specification.
approved in 1998. Last previous edition approved in 2009 as D5360 – 09. DOI:
10.1520/D5360-15.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 5. Ordering Information
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.1 Orders for seal coat and surface treatment materials
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. under this guide shall include the following information:
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D5360 − 15
5.1.1 Type of bitumen (asphalt binder, emulsified asphalt, 7.4 When road tar is used, it shall conform to Specification
cutback asphalt, road tar) specification designation, D490.
5.1.2 Grade of bitumen,
8. Application Rates
5.1.3 Quantity of bitumen required,
5.1.4 Type of aggr
...
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 − 09 D5360 − 15
Standard Practice for
Design and Construction of Bituminous Surface
1
Treatments
This standard is issued under the fixed designation D5360; 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 bituminous 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 inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered 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 and health practices and determine the applicability of regulatory
limitations prior to use. For specific precautions see Section 9.
2. Referenced Documents
2
2.1 ASTM Standards:
D140 Practice for Sampling Bituminous Materials
D448 Classification for Sizes of Aggregate for Road and Bridge Construction
D490 Specification for Road Tar
D946 Specification for Penetration-Graded Asphalt Cement for Use in Pavement Construction
D977 Specification for Emulsified Asphalt
D1139 Specification for Aggregate for Single or Multiple Bituminous Surface Treatments
D1369 Practice for Quantities of Materials for Bituminous Surface Treatments
D2027 Specification for Cutback Asphalt (Medium-Curing Type)
D2028 Specification for Cutback Asphalt (Rapid-Curing Type)
D2397 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
D3381 Specification for Viscosity-Graded Asphalt Cement for Use in Pavement Construction
D3628 Practice for Selection and Use of Emulsified Asphalts
D5624 Practice for Determining the Transverse-Aggregate Spread Rate for Surface Treatment Applications
D6114 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 bituminous surface produced by the repeat application of bitumen and aggregate a second
or even a third time, with the aggregate size usually becoming smaller with each application. Each layer is immediately rolled,
preferably with a pneumatic-tired roller.
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 Dec. 1, 2009Dec. 1, 2015. Published January 2010January 2016. Originally approved in 1998. Last previous edition approved in 20052009 as
D5360 – 05.D5360 – 09. DOI: 10.1520/D5360-09.10.1520/D5360-15.
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 ----------------------
D5360 − 15
3.1.2 single surface treatment—the bituminous surface produced by the application of bitumen to a prepared surface followed
at once by an aggregate cover. The surface is immediately rolled, preferably with a pneumatic-tired roller.
3.1.3 surface treatment—an application of bituminous material followed by a layer of mineral aggregate. Multiple applications
of bituminous material and mineral aggregate may be used.
3.1.3.1 Discussion—
The terms “seal coat” and “chip seal” have been used interchangeably with the term “surface treatment.”
4. Significance and Use
4.1 This practice is to be used as a guide and not a specification.
5. Ordering Information
5.1 Orders for seal coat and surface treatment materials under this guide shall include the following information:
5.1.1 Type of bitumen (asphalt cement,binder, emulsified asphalt, cutback asphalt, roa
...
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