ASTM D5329-04
(Test Method)Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements
Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements
SIGNIFICANCE AND USE
These test methods describe procedures for determining specification conformance for hot-applied, field-molded joint and crack sealants and fillers.
SCOPE
1.1 These test methods cover tests for hot-applied types of joint and crack sealants and fillers for portland cement concrete and asphaltic concrete pavements. There are numerous standard material specifications that use these test methods. Refer to the respective standard material specification of interest to determine which of the following test methods to use. For sample melting and concrete block preparation see their respective standard practices.
1.2 The test methods appear in the following sections:SectionArtificial Weathering15Asphalt Compatibility14Bond, Non-Immersed9Bond, Fuel-Immersed11Bond, Water-Immersed10Cone Penetration, Non-Immersed6Cone Penetration, Fuel-Immersed7Flexibility18Flow8Resilience12Resilience, Oven-Aged13Solubility 17Tensile Adhesion16
1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are provided for information purposes only.
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 and health practices and determine the applicability of regulatory limitations prior to use.
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Standards Content (Sample)
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Designation:D5329–04
Standard Test Methods for
Sealants and Fillers, Hot-Applied, for Joints and Cracks in
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Asphaltic and Portland Cement Concrete Pavements
This standard is issued under the fixed designation D 5329; 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 Artificial Weathering Apparatus
D 5 Test Method for Penetration of Bituminous Materials
1.1 These test methods cover tests for hot-applied types of
D 217 Test Methods for Cone Penetration of Lubricating
jointandcracksealantsandfillersforportlandcementconcrete
Grease
and asphaltic concrete pavements. There are numerous stan-
D 471 Test Method for Rubber Property-Effect of Liquids
dard material specifications that use these test methods. Refer
D 1074 Test Method for Compressive Strength of Bitumi-
to the respective standard material specification of interest to
nous Mixtures
determine which of the following test methods to use. For
D 1561 PracticeforPreparationofBituminousMixtureTest
sample melting and concrete block preparation see their
Specimens by Means of California Kneading Compactor
respective standard practices.
D 1985 Practice for Preparing Concrete Blocks for Testing
1.2 The test methods appear in the following sections:
Sealants, for Joints and Cracks
Section
D 3381 Specification for Viscosity-Graded Asphalt Cement
Artificial Weathering 15
Asphalt Compatibility 14
for Use in Pavement Construction
Bond, Non-Immersed 9
D 5167 Practice for Melting of Hot-Applied Joint and
Bond, Fuel-Immersed 11
Crack Sealant and Filler for Evaluation
Bond, Water-Immersed 10
Cone Penetration, Non-Immersed 6
D 6690 Specification for Joint and Crack Sealants,
Cone Penetration, Fuel-Immersed 7
Hot Applied, for Concrete and Asphalt Pavements
Flexibility 18
E 145 Specification for Gravity-Convection and Forced-
Flow 8
Resilience 12
Ventilation Ovens
Resilience, Oven-Aged 13
E 171 Specification for Standard Atmospheres for Condi-
Solubility 17
tioning and Testing Flexible Barrier Materials
Tensile Adhesion 16
G 23 Practice for Operating Light-Exposure Apparatus
1.3 The values stated in SI units are to be regarded as the
(Carbon-Arc Type) With and Without Water for Exposure
standard. The values given in parentheses are provided for
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of Nonmetallic Material
information purposes only.
G 151 Practice for Exposing Nonmetallic Materials in Ac-
1.4 This standard does not purport to address all of the
celerated Test Devices that Use Laboratory Light Sources
safety concerns, if any, associated with its use. It is the
G 153 Practice for Operating Enclosed Carbon Arc Light
responsibility of the user of this standard to establish appro-
Apparatus for Exposure of Nonmetallic Materials
priate safety and health practices and determine the applica-
G 154 Practice for Operating Fluorescent Light Apparatus
bility of regulatory limitations prior to use.
for UV Exposure of Nonmetallic Materials
G 155 Practice for Operating Xenon Arc Light Apparatus
2. Referenced Documents
2 for Exposure of Non-Metallic Materials
2.1 ASTM Standards:
C 1442 Practice for Conducting Tests on Sealants Using
3. Significance and Use
3.1 These test methods describe procedures for determining
1 specification conformance for hot-applied, field-molded joint
These test methods are under the jurisdiction of ASTM Committee D04 on
Road and Paving Materials and are the direct responsibility of Subcommittee and crack sealants and fillers.
D04.33 on Formed-In-Place Sealants for Joints and Cracks in Pavements.
Current edition approved Feb. 1, 2004. Published February 2004. Originally
4. Sample Melting
approved in 1992. Last previous edition approved in 1996 as D 5329–96.
2 4.1 See Practice D 5167.
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
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the ASTM website. Withdrawn.
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D5329–04
5. Standard Conditions conducted tests in different laboratories should not differ by
more than nine penetration units.
5.1 The laboratory atmospheric conditions, hereinafter re-
6.7.2 For Specification D 6690 Type II materials, the fol-
ferred to as standard conditions, shall be in accordance with
lowingprecisionstatementisbasedonaninterlaboratorystudy
Specification E 171 (23 6 2°C (73.4 6 3.6°F)).
of eleven laboratories that tested six different Specification
D 6690 Type II materia
...
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