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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

Status
Historical
Publication Date
09-Dec-1998
ICS
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.24 - Asphalt Surface Treatments
Current Stage
Ref Project

Relations

Replaced By
ASTM D5360-05 - Standard Practice for Design and Construction of Bituminous Surface Treatments
Effective Date
01-Feb-2005
Referred By
ASTM D7564/D7564M-16 - Standard Practice for Construction of Asphalt-Rubber Cape Seal
Effective Date
10-Dec-1998

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ASTM D5360-98 - Standard Practice for Design and Construction of Bituminous Surface TreatmentsASTM D5360-98 - Standard Practice for Design and Construction of Bituminous Surface Treatments
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ASTM D5360-98 - Standard Practice for Design and Construction of Bituminous Surface Treatments
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
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.
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
ment for Use in Pavement Construction
bituminous surface treatments. It is a guide and should be used
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.
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.
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
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-
Type)
bility of regulatory limitations prior to use. For specific
D 2397 Specification for Cationic Emulsified Asphalt
precautions see Section 9.
D 2399 Practice for Selection of Cutback Asphalts
2. Referenced Documents
D 2995 Practice for Determining Application Rate of Bitu-
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
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
phalts
Sodium Sulfate or Magnesium Sulfate
D 5624 Test Method for Determining the Transverse-
C 127 Test Method for Specific Gravity and Absorption of
Aggregate Spread Rate for Surface Treatment Applica-
Coarse Aggregate
tions
C 128 Test Method for Specific Gravity and Absorption of
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
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
applications of bituminous material and mineral aggregate may
Aggregates
3 be used.
D 75 Practice for Sampling Aggregates
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
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
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.
diately rolled, preferably with a pneumatic-tired roller.
Annual Book of ASTM Standards, Vol 04.02.
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.
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
5.1.2 Grade of bitumen,
Practice D 1369 for guidance.
5.1.3 Quantity of bitumen required,
8.2 The bituminous material shall be applied by a bitumi-
5.1.4 Type of aggregate (crushed stone, crushed gravel,
nous distributor that has been calibrated for transverse and
crushed slag, gravel, slag) specification designation,
longitudinal application rate by Practice D 2995.
5.1.5 Size or sizes of aggregate to be furnished,
8.3 Aggregate application rate shall be estimated by using
5.1.6 Quantity of aggregate required, and
Practice D 1369 as a guide.
5.1.7 Special requirements.
8.4 The aggregate shall be applied by a self-propelled
mechanicalspreaderorotheraggregatespreadingdevicewhich
6. Aggregate
is capable of uniformly spreading the aggregate at the desired
6.1 Cover Aggregate, shall conform to Specification D 1139
rate and width. The spreader shall be calibrated to apply the
and Classification D 448.
quantity of cover aggregate indicated by the design require-
6.2 Size—Aggregate should be as close to one size as is
mentsforagivenproject.Thiscalibrationcanbeaccomplished
1 1
economically practical, preferably in the range of ⁄2 to ⁄4 in.
with several sheets of canv
...

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5.1 The complex shear modulus is an indicator of the stiffness or resistance of asphalt binder to deformation under load. The phase angle is a measure of the relative portion of the response to an applied load that is elastic (recoverable) or viscous (nonrecoverable).  
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ABSTRACT
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1.1 The use of high-viscosity asphalt binders like asphalt-rubber is becoming more common in the United States and worldwide. Specifications such as Specification D6114/D6114M note the need for field control of the apparent viscosity and require the use of a field production rotational viscometer. The testing of asphalt-rubber binder for use in asphalt-rubber hot mix and for asphalt-rubber membrane is necessary to ensure consistent mix properties that will ensure good performance of these materials. Logistics of field applications limits the use of conventional laboratory controls and testing equipment. This test, using a handheld rotational viscometer, can be conducted in either the field or laboratory to determine the apparent viscosity of asphalt-rubber and other high-viscosity binders for field production control and to assess the uniformity of the binder produced, or for other related purposes.  
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SIGNIFICANCE AND USE
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4.2 This test method is useful in determining the consistency of asphalt as one element in establishing the uniformity of certain shipments or sources of supply.
Note 1: The quality of results produced by this standard is dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guidance provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This test method covers the float test for asphalt materials.  
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SCOPE
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1.1.1 Type I, closed-cell polypropylene foam.  
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ASTM D6925-23(Test Method)
Standard Test Method for Preparation and Determination of the Relative Density of Asphalt Mix Specimens by Means of the Superpave Gyratory Compactor

SIGNIFICANCE AND USE
4.1 This test method is used to prepare specimens for determining the volumetric and physical properties of compacted asphalt mix.  
4.2 This test method is useful for monitoring the density of test specimens during the compaction process. This test method is suited for the laboratory design, field control of asphalt mix, forensics, imaging, and visualization of compacted asphalt mix.
Note 1: The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This test method covers the compaction of an asphalt mix into cylindrical specimens using the Superpave Gyratory Compactor (SGC). This standard also refers to the determination of the relative density of the compacted specimens at any point in the compaction process. Compacted specimens are suitable for volumetric, physical property, and mechanical testing. Smaller specimens may be cut from the compacted cylindrical specimen for specific test specimen geometry requirements. The compaction procedures apply to Laboratory Mixed Laboratory Compacted (LMLC) and Plant Mixed Laboratory Compacted (PMLC) asphalt mix.  
1.2 The values stated in SI units are to be regarded as standard. The values given in degrees for the angle of gyration, gyrations per minute, and hardness are mathematical conversions from the SI units and are provided for information regarding the commonly used units of degree, rotations per minute, and Rockwell hardness, respectfully.  
1.3 The text of this test method 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.  
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.

  • Standard
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  • Standard
    8 pages
    English language
    sale 15% off