ASTM D5329-09
(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:
Section Artificial Weathering 15 Asphalt Compatibility 14 Bond, Non-Immersed 9 Bond, Fuel-Immersed 11 Bond, Water-Immersed 10 Cone Penetration, Non-Immersed 6 Cone Penetration, Fuel-Immersed 7 Flexibility 18 Flow 8 Resilience 12 Resilience, Oven-Aged 13 Solubility 17 Tensile Adhesion 16
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.
General Information
Relations
Buy Standard
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D5329 − 09
StandardTest Methods for
Sealants and Fillers, Hot-Applied, for Joints and Cracks in
1
Asphaltic and Portland Cement Concrete Pavements
This standard is issued under the fixed designation D5329; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope D217Test Methods for Cone Penetration of Lubricating
Grease
1.1 These test methods cover tests for hot-applied types of
D471Test Method for Rubber Property—Effect of Liquids
jointandcracksealantsandfillersforportlandcementconcrete
D1074Test Method for Compressive Strength of Bitumi-
and asphaltic concrete pavements. There are numerous stan-
nous Mixtures
dard material specifications that use these test methods. Refer
D1561Practice for Preparation of Bituminous Mixture Test
to the respective standard material specification of interest to
Specimens by Means of California Kneading Compactor
determine which of the following test methods to use. For
D1985Practice for Preparing Concrete Blocks for Testing
sample melting and concrete block preparation see their
Sealants, for Joints and Cracks
respective standard practices.
D3381Specification for Viscosity-Graded Asphalt Cement
1.2 The test methods appear in the following sections:
for Use in Pavement Construction
Section
D5167Practice for Melting of Hot-Applied Joint and Crack
Artificial Weathering 15
Sealant and Filler for Evaluation
Asphalt Compatibility 14
D6690Specification for Joint and Crack Sealants, Hot
Bond, Non-Immersed 9
Bond, Fuel-Immersed 11
Applied, for Concrete and Asphalt Pavements
Bond, Water-Immersed 10
E145Specification for Gravity-Convection and Forced-
Cone Penetration, Non-Immersed 6
Ventilation Ovens
Cone Penetration, Fuel-Immersed 7
Flexibility 18
E171Practice for Conditioning and Testing Flexible Barrier
Flow 8
Packaging
Resilience 12
G151PracticeforExposingNonmetallicMaterialsinAccel-
Resilience, Oven-Aged 13
Solubility 17
erated Test Devices that Use Laboratory Light Sources
Tensile Adhesion 16
G154Practice for Operating Fluorescent Ultraviolet (UV)
1.3 The values stated in SI units are to be regarded as the
Lamp Apparatus for Exposure of Nonmetallic Materials
standard. The values given in parentheses are provided for
G155Practice for Operating XenonArc LightApparatus for
information purposes only.
Exposure of Non-Metallic Materials
1.4 This standard does not purport to address all of the
3. Significance and Use
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
3.1 These test methods describe procedures for determining
priate safety and health practices and determine the applica-
specification conformance for hot-applied, field-molded joint
bility of regulatory limitations prior to use.
and crack sealants and fillers.
2. Referenced Documents
4. Sample Melting
2
2.1 ASTM Standards:
4.1 See Practice D5167.
D5Test Method for Penetration of Bituminous Materials
5. Standard Conditions
1
These test methods are under the jurisdiction of ASTM Committee D04 on
Road and Paving Materials and are the direct responsibility of Subcommittee
5.1 The laboratory atmospheric conditions, hereinafter re-
D04.33 on Formed In-Place Sealants for Joints and Cracks in Pavements.
ferred to as standard conditions, shall be in accordance with
CurrenteditionapprovedJune1,2009.PublishedJuly2009.Originallyapproved
Specification E171 (23 6 2°C (73.4 6 3.6°F)).
in 1992. Last previous edition approved in 2007 as D5329–07. DOI: 10.1520/
D5329-09.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 6. Cone Penetration, Non-Immersed
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
6.1 Scope—This test method covers determination of cone
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. penetration of bituminous joint and crack sealers and fillers.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D5329 − 09
6.2 Significance and Use—The cone penetration, non- been found to be 0.974. Therefore, results of two properly
immersed is a measure of consistency. Higher values indicate conductedtestsbythesameoperatorshouldnotdifferbymore
a softer consistency. than three penetration units.
6.7.2.2 Within and Between Laboratories—Single-Operator
6.3 Apparatus—Conduct this test using the apparatus de-
Precision (penetrations 50 to 70):The single-operator standard
scribed in Test Method D5, except as specified herein. Use a
deviationofasi
...
This document is not anASTM standard and is intended only to provide the user of anASTM 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:D5329–07 Designation:D5329–09
Standard Test Methods for
Sealants and Fillers, Hot-Applied, for Joints and Cracks in
1
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 (´) indicates an editorial change since the last revision or reapproval.
1. 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:
Section
Artificial Weathering 15
Asphalt Compatibility 14
Bond, Non-Immersed 9
Bond, Fuel-Immersed 11
Bond, Water-Immersed 10
Cone Penetration, Non-Immersed 6
Cone Penetration, Fuel-Immersed 7
Flexibility 18
Flow 8
Resilience 12
Resilience, Oven-Aged 13
Solubility 17
Tensile Adhesion 16
1.3 ThevaluesstatedinSIunitsaretoberegardedasthestandard.Thevaluesgiveninparenthesesareprovidedforinformation
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.
2. Referenced Documents
2
2.1 ASTM Standards: C1442Practice for Conducting Tests on Sealants Using Artificial Weathering Apparatus
D5 Test Method for Penetration of Bituminous Materials
D 217 Test Methods for Cone Penetration of Lubricating Grease
D 471 Test Method for Rubber PropertyEffect of Liquids
D 1074 Test Method for Compressive Strength of Bituminous Mixtures
D 1561 Practice for Preparation of Bituminous Mixture Test Specimens by Means of California Kneading Compactor
D 1985 Practice for Preparing Concrete Blocks for Testing Sealants, for Joints and Cracks
D 3381 Specification for Viscosity-Graded Asphalt Cement for Use in Pavement Construction
D 5167 Practice for Melting of Hot-Applied Joint and Crack Sealant and Filler for Evaluation
D 6690 Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements
E 145 Specification for Gravity-Convection and Forced-Ventilation Ovens
E 171 Specification for Atmospheres for Conditioning and Testing Flexible Barrier Materials G23Practice for Operating
Light-Exposure Apparatus
(Carbon-Arc Type) With and
1
These test methods are under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and are the direct responsibility of Subcommittee D04.33 on
Formed In-Place Sealants for Joints and Cracks in Pavements.
Current edition approved Dec.June 1, 2007.2009. Published January 2008.July 2009. Originally approved in 1992. Last previous edition approved in 20042007 as
D 5329 – 047.
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 ----------------------
D5329–09
Without Water for Exposure
of Nonmetallic Materials
(Discontinued 2001)
G 151 Practice for Exposing Nonmetallic Materials in Accelerated Test Devices that Use Laboratory Light Sources
G153Practice for Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials
G 154 Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials
G 155 Practice for Operating Xenon Arc Light Apparatus for Exposure of Non-Metallic Materials
3. Significance and Use
3.1 These test methods describe procedures for determining specification conformance for hot-applied, field-molded joint and
crack sealants and fillers.
4. Sample Melting
4.1 See Practice D 5167.
5. Standard Conditions
5.1 The laboratory atmospheric conditions, hereinafter referred to as standard conditions, shall be in accordance with
Specification E 171 (23 6 2°C (73.4 6 3.6°F)).
6. Cone Pene
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.