ASTM D5329-15
(Test Method)Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements
Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements
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.
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
13
Asphalt Compatibility
12
Bond, Non-Immersed
8
Bond, Water-Immersed
9
Cone Penetration, Non-Immersed
6
Flexibility
15
Flow
7
Resilience
10
Resilience, Oven-Aged
11
Tensile Adhesion
14
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this 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 and health practices and determine the applicability of regulatory limitations prior to use.
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Designation: D5329 − 15
StandardTest Methods for
Sealants and Fillers, Hot-Applied, for Joints and Cracks in
Asphalt Pavements and Portland Cement Concrete
1
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
D618Practice for Conditioning Plastics for Testing
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 13
Sealant and Filler for Evaluation
Asphalt Compatibility 12
D6690Specification for Joint and Crack Sealants, Hot
Bond, Non-Immersed 8
Bond, Water-Immersed 9
Applied, for Concrete and Asphalt Pavements
Cone Penetration, Non-Immersed 6
E145Specification for Gravity-Convection and Forced-
Flexibility 15
Ventilation Ovens
Flow 7
Resilience 10
G151PracticeforExposingNonmetallicMaterialsinAccel-
Resilience, Oven-Aged 11
erated Test Devices that Use Laboratory Light Sources
Tensile Adhesion 14
G154Practice for Operating Fluorescent Ultraviolet (UV)
1.3 The values stated in SI units are to be regarded as
Lamp Apparatus for Exposure of Nonmetallic Materials
standard. No other units of measurement are included in this
G155Practice for Operating XenonArc LightApparatus for
standard.
Exposure of Non-Metallic Materials
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
3. Significance and Use
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
5.1 The laboratory atmospheric conditions, hereinafter re-
Road and Paving Materials and are the direct responsibility of Subcommittee
D04.33 on Formed In-Place Sealants for Joints and Cracks in Pavements.
ferred to as standard conditions, shall be in accordance with
Current edition approved Dec. 15, 2015. Published February 2016. Originally
Practice D618 (23 6 2°C, 50 6 10 % Relative Humidity).
approved in 1992. Last previous edition approved in 2009 as D5329–09. DOI:
10.1520/D5329-15.
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
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D5329 − 15
6.2 Significance and Use—The cone penetration, non- has 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 Laboratories—Single-Operator Precision
6.3 Apparatus—Conduct this test using the apparatus de-
(penetrations 50 to 70):The single-operator standard deviation
scribed in Test Method D5, except as specified herein. Use a
of a single test (test result is defined as the average of three
penetration cone in place of the standard penetration needle.
penetrations) has
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM 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 − 09 D5329 − 15
Standard Test Methods for
Sealants and Fillers, Hot-Applied, for Joints and Cracks in
Asphaltic Asphalt Pavements and Portland Cement
1
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. 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
Artificial Weathering 13
Asphalt Compatibility 14
Asphalt Compatibility 12
Bond, Non-Immersed 9
Bond, Non-Immersed 8
Bond, Fuel-Immersed 11
Bond, Water-Immersed 10
Bond, Water-Immersed 9
Cone Penetration, Non-Immersed 6
Cone Penetration, Fuel-Immersed 7
Flexibility 18
Flexibility 15
Flow 8
Flow 7
Resilience 12
Resilience 10
Resilience, Oven-Aged 13
Resilience, Oven-Aged 11
Solubility 17
Tensile Adhesion 16
Tensile Adhesion 14
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.standard. No other units of measurement are included in this 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 and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
D5 Test Method for Penetration of Bituminous Materials
D217 Test Methods for Cone Penetration of Lubricating Grease
D471D618 Test Method for Rubber Property—Effect of LiquidsPractice for Conditioning Plastics for Testing
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 June 1, 2009Dec. 15, 2015. Published July 2009February 2016. Originally approved in 1992. Last previous edition approved in 20072009 as
D5329 – 07.D5329 – 09. DOI: 10.1520/D5329-09.10.1520/D5329-15.
2
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 the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D5329 − 15
D1074 Test Method for Compressive Strength of Bituminous Mixtures
D1561 Practice for Preparation of Bituminous Mixture Test Specimens by Means of California Kneading Compactor
D1985 Practice for Preparing Concrete Blocks for Testing Sealants, for Joints and Cracks
D3381 Specification for Viscosity-Graded Asphalt Cement for Use in Pavement Construction
D5167 Practice for Melting of Hot-Applied Joint and Crack Sealant and Filler for Evaluation
D6690 Specification for Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements
E145 Specification for Gravity-Convection and Forced-Ventilation Ovens
E171 Practice for Conditioning and Testing Flexible Barrier Packaging
G151 Practice for Exposing Nonmetallic Materials in Accelerated Test Devices that Use Laboratory Light Sources
G154 Practice for Operating Fluorescent Ultraviolet (UV) Lamp Apparatus for Exposure of Nonmetallic Materials
G155 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 D5167.
5. Standard Conditions
5.1 The laboratory atmospheric conditions, hereinafter referred to as standard conditions, shall be in accordance with
SpecificationPractice E171D618
...
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