ASTM D5360-98
(Practice)Standard Practice for Design and Construction of Bituminous Surface Treatments
Standard Practice for Design and Construction of Bituminous Surface Treatments
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 This standard does not purport to address all of the safety problems, 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 10.
1.3 The values given in inch-pound units are to be regarded as the standard.
General Information
Relations
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D5360–98
Standard Practice for
Design and Construction of Bituminous Surface
1
Treatments
This standard is issued under the fixed designation D 5360; 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 (e) indicates an editorial change since the last revision or reapproval.
3
1. Scope D 490 Specification for Road Tar
D 946 Specification for Penetration-Graded Asphalt Ce-
1.1 This practice covers the design and construction of
3
ment for Use in Pavement Construction
bituminous surface treatments. It is a guide and should be used
3
D 977 Specification for Emulsified Asphalt
as such. End-use specifications should be adopted to conform
D 1139 Specification for Aggregate for Single or Multiple
to job and user requirements.
3
Bituminous Surface Treatments
1.2 The values given in inch-pound units are to be regarded
D 1369 Practice for Quantities of Materials for Bituminous
as the standard.
3
Surface Treatments
1.3 This standard does not purport to address all of the
D 2027 Specification for CutbackAsphalt (Medium-Curing
safety concerns, if any, associated with its use. It is the
3
Type)
responsibility of the user of this standard to establish appro-
D 2028 Specification for Cutback Asphalt (Rapid-Curing
priate safety and health practices and determine the applica-
3
Type)
bility of regulatory limitations prior to use. For specific
3
D 2397 Specification for Cationic Emulsified Asphalt
precautions see Section 9.
3
D 2399 Practice for Selection of Cutback Asphalts
2. Referenced Documents
D 2995 Practice for Determining Application Rate of Bitu-
3
minous Distributors
2.1 ASTM Standards:
D 3381 Specification for Viscosity-Graded Asphalt Cement
C 29/C29M Test Method for Unit Weight and Voids in
3
2
for Use in Pavement Construction
Aggregate
D 3628 Practice for Selection and Use of Emulsified As-
C 88 Test Method for Soundness of Aggregates by Use of
3
2
phalts
Sodium Sulfate or Magnesium Sulfate
D 5624 Test Method for Determining the Transverse-
C 127 Test Method for Specific Gravity and Absorption of
2
Aggregate Spread Rate for Surface Treatment Applica-
Coarse Aggregate
3
tions
C 128 Test Method for Specific Gravity and Absorption of
2
Fine Aggregate
3. Terminology
C 131 Test Method for Resistance to Degradation of Small-
3.1 Definitions of Terms Specific to This Standard:
Size CoarseAggregate byAbrasion and Impact in the Los
2
3.1.1 surface treatment—an application of bituminous ma-
Angeles Machine
terial followed by a layer of mineral aggregate. Multiple
C 136 Test Method for Sieve Analysis of Fine and Coarse
2
applications of bituminous material and mineral aggregate may
Aggregates
3 be used.
D 75 Practice for Sampling Aggregates
3
3.1.2 single surface treatment—the bituminous surface pro-
D 140 Practice for Sampling Bituminous Materials
duced by the application of bitumen to a prepared surface
D 448 Classification for Sizes of Aggregate for Road and
3
followed at once by an aggregate cover. The surface is
Bridge Construction
immediately rolled, preferably with a pneumatic-tired roller.
3.1.3 multiple surface treatment—the bituminous surface
1
This practice is under the jurisdiction of ASTM Committee D-4 on Road and produced by the repeat application of bitumen and aggregate a
Paving Materials and is the direct responsibility of Subcommittee D04.24 on
second or even a third time, with the aggregate size usually
Bituminous Surface Treatments.
becoming smaller with each application. Each layer is imme-
Current edition approved Dec. 10, 1998. Published March 1999.
2
diately rolled, preferably with a pneumatic-tired roller.
Annual Book of ASTM Standards, Vol 04.02.
3
Annual Book of ASTM Standards, Vol 04.03.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
---------------------- Page: 1 ----------------------
D5360
NOTE 3—The emulsified asphalt type and grade to be used depends on
4. Significance and Use
the type of construction, climatic conditions, amount and nature of traffic,
4.1 This practice is to be used as a guide and not a
and cleanliness of aggregate. Use Practice D 3628 for a selection guide.
specification.
Other types of emulsified asphalt may be used if experience has shown
that satisfactory performance will result.
5. Ordering Information
7.4 When RoadTar is used, it shall conform to Specification
5.1 Orders for seal coat and surface treatment materials
D 490.
under this guide shall include the following information:
5.1.1 Type of bitumen (asphalt cement, emulsified asphalt,
8. Application Rates
cutback asphalt, road tar) specification designation,
8.1 Bituminous application rate shall be estimated by using
5.1
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.