ASTM D5360-09
(Practice)Standard Practice for Design and Construction of Bituminous Surface Treatments
Standard Practice for Design and Construction of Bituminous Surface Treatments
SIGNIFICANCE AND USE
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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Designation: D5360 − 09
StandardPractice 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 of Bitumi-
bituminous surface treatments. It is a guide and should be used
nous 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 Test Method for Determining the Transverse-
conversions to SI units that are provided for information only
Aggregate Spread Rate for Surface Treatment Applica-
and are not considered standard.
tions
1.3 This standard does not purport to address all of the
D6114 Specification for Asphalt-Rubber Binder
safety concerns, if any, associated with its use. It is the D6154 Specification for Chemically Modified Asphalt Ce-
responsibility of the user of this standard to establish appro-
ment for Use in Pavement Construction
priate safety and health practices and determine the applica- D6373 Specification for Performance Graded Asphalt
bility of regulatory limitations prior to use. For specific
Binder
precautions see Section 9.
3. Terminology
2. Referenced Documents
3.1 Definitions of Terms Specific to This Standard:
2
2.1 ASTM Standards:
3.1.1 multiple surface treatment—the bituminous surface
D140 Practice for Sampling Bituminous Materials
produced 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-
D490 Specification for Road Tar
diately rolled, preferably with a pneumatic-tired roller.
D946 Specification for Penetration-Graded Asphalt Cement
3.1.2 single surface treatment—the bituminous surface pro-
for Use in Pavement Construction
duced by the application of bitumen to a prepared surface
D977 Specification for Emulsified Asphalt
followed at once by an aggregate cover. The surface is
D1139 Specification for Aggregate for Single or Multiple
immediately rolled, preferably with a pneumatic-tired roller.
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)
D2028 Specification for Cutback Asphalt (Rapid-Curing
4. Significance and Use
Type)
4.1 This practice is to be used as a guide and not a
1
specification.
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
Bituminous Surface Treatments.
5. Ordering Information
Current edition approved Dec. 1, 2009. Published January 2010. Originally
5.1 Orders for seal coat and surface treatment materials
approved in 1998. Last previous edition approved in 2005 as D5360 – 05. DOI:
10.1520/D5360-09.
under this guide shall include the following information:
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.1.1 Type of bitumen (asphalt cement, emulsified asphalt,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
cutback asphalt, road tar) specification designation,
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 5.1.2 Grade of bitumen,
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
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D5360 − 09
5.1.3 Quantity of bitumen required, 8. Application Rates
5.1.4 Type of aggregate (crushed stone, crushed gravel,
8.1 The bituminous material application rate shall be esti-
crushed slag, gravel, slag) specification designation,
mated by using Practice D1369 for guidance.
5.1.5 Size or sizes of aggregate to be furnished,
8.2 The bituminous material shall be applied by a bitumi-
5.1.6 Quantity of aggregate required, and
nous distributor that ha
...
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:D5360–05 Designation:D5360–09
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.
1.2The values given in inch-pound units are to be regarded as the standard.
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: 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 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 Test Method for Determining the Transverse-Aggregate Spread Rate for Surface Treatment Applications Test Method
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.
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.
1
This practice is under the jurisdiction ofASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.24 on Bituminous
Surface Treatments.
Current edition approved Feb.Dec. 1, 2005.2009. Published February 2005.January 2010. Originally approved in 1998. Last previous edition approved in 19982005 as
D5360-98.D5360 – 05. DOI: 10.1520/D5360-059.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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 ----------------------
D5360–09
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.
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, emulsified asphalt, cutback as
...
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