ASTM D5360-05
(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 given in inch-pound units are to be regarded as the standard.
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 .
General Information
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Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information.
Designation:D5360–05
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 D2995 Practice for Estimating Application Rate of Bitumi-
nous Distributors
1.1 This practice covers the design and construction of
D3381 Specification for Viscosity-Graded Asphalt Cement
bituminous surface treatments. It is a guide and should be used
for Use in Pavement Construction
as such. End-use specifications should be adopted to conform
D3628 Practice for Selection and Use of Emulsified As-
to job and user requirements.
phalts
1.2 The values given in inch-pound units are to be regarded
D5624 Test Method for Determining the Transverse-
as the standard.
AggregateSpreadRateforSurfaceTreatmentApplications
1.3 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
3. Terminology
responsibility of the user of this standard to establish appro-
3.1 Definitions of Terms Specific to This Standard:
priate safety and health practices and determine the applica-
3.1.1 multiple surface treatment—the bituminous surface
bility of regulatory limitations prior to use. For specific
produced by the repeat application of bitumen and aggregate a
precautions see Section 9.
second or even a third time, with the aggregate size usually
2. Referenced Documents becoming smaller with each application. Each layer is imme-
2
diately rolled, preferably with a pneumatic-tired roller.
2.1 ASTM Standards:
3.1.2 single surface treatment—the bituminous surface pro-
D448 Classification for Sizes of Aggregate for Road and
duced by the application of bitumen to a prepared surface
Bridge Construction
followed at once by an aggregate cover. The surface is
D490 Specification for Road Tar
immediately rolled, preferably with a pneumatic-tired roller.
D946 Specification for Penetration-GradedAsphalt Cement
3.1.3 surface treatment—an application of bituminous ma-
for Use in Pavement Construction
terial followed by a layer of mineral aggregate. Multiple
D977 Specification for Emulsified Asphalt
applications of bituminous material and mineral aggregate may
D1139 Specification for Aggregate for Single or Multiple
be used.
Bituminous Surface Treatments
D1369 Practice for Quantities of Materials for Bituminous
4. Significance and Use
Surface Treatments
4.1 This practice is to be used as a guide and not a
D2027 Specification for Cutback Asphalt (Medium-Curing
specification.
Type)
D2028 Specification for Cutback Asphalt (Rapid-Curing
5. Ordering Information
Type)
5.1 Orders for seal coat and surface treatment materials
D2397 Specification for Cationic Emulsified Asphalt
under this guide shall include the following information:
D2399 Practice for Selection of Cutback Asphalts
5.1.1 Type of bitumen (asphalt cement, emulsified asphalt,
cutback asphalt, road tar) specification designation,
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This practice is under the jurisdiction of ASTM Committee D04 on Road and
5.1.2 Grade of bitumen,
Paving Materials and is the direct responsibility of Subcommittee D04.24 on
5.1.3 Quantity of bitumen required,
Bituminous Surface Treatments.
5.1.4 Type of aggregate (crushed stone, crushed gravel,
Current edition approved Feb. 1, 2005. Published February 2005. Originally
approved in 1998. Last previous edition approved in 1998 as D5360 - 98. DOI: crushed slag, gravel, slag) specification designation,
10.1520/D5360-05.
5.1.5 Size or sizes of aggregate to be furnished,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.1.6 Quantity of aggregate required, and
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.1.7 Special requirements.
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
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D5360–05
6. Aggregate capableofuniformlyspreadingtheaggregateatthedesiredrate
and width. The spreader shall be calibrated to apply the
6.1 Cover Aggregate, shall conform to Specification D1139
quantity of cover aggregate indicated by the design require-
and Classification D448.
mentsforagivenproject.Thiscalibrationcanbeaccomplished
6.2 Size—Aggregate should be as close to one size as is
with several sheets of canvas, each being one square yard
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economically practical, preferably in the range of ⁄2 to ⁄4 in.
(square metre), and a suitable scale. This is done in a man
...
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