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AS 3554-1988

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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Adhesives - Epoxy - For raised pavement marker installation

Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Superseded date

18-06-2024

Language(s)

English

Published date

01-01-1988

Preview

1 - AS 3554-1988 ADHESIVES-EPOXY-FOR RAISED PAVEMENT MARKER INSTALLATION
4 - PREFACE
5 - CONTENTS
6 - 1 SCOPE.
6 - 2 APPLICATION.
6 - 3 REFERENCED DOCUMENTS.
6 - 4 TEST CONDITIONS AND SAMPLING.
6 - 5 MATERIAL REQUIREMENTS.
6 - 5.1 General.
6 - 5.2 Stability.
6 - 5.3 Shelf life.
6 - 5.4 Non-volatile content.
7 - 6 PHYSICAL PROPERTIES.
7 - 6.1 The freshly mixed uncured adhesive.
7 - 6.2 The cured adhesive.
7 - 6.2.1 Bond strength development.
7 - 6.2.2 Bond strength in slant shear.
7 - 6.2.3 Bond strength in shear.
7 - 6.2.4 Bond behaviour under impact shear.
8 - 7 PRODUCT INFORMATION.
8 - 8 MARKING AND PACKAGING.
8 - 8.1 Marking.
8 - 8.2 Packaging.
9 - APPENDIX A - GUIDANCE ON THE SAFE USE AND APPLICATION OF TWO-PART EPOXY ADHESIVES
9 - APPENDIX B - METHOD FOR DETERMINATION OF MIXING PROPERTIES
9 - B1 SCOPE.
9 - B2 PRINCIPLE.
9 - B3 APPARATUS.
9 - B4 PROCEDURE.
9 - B5 REPORT.
10 - APPENDIX C - METHOD FOR DETERMINATION OF GELATION TIME
10 - C1 SCOPE.
10 - C2 PRINCIPLE.
10 - C3 APPARATUS.
10 - C4 PROCEDURE.
10 - C5 REPORT.
11 - APPENDIX D - METHOD FOR DETERMINATION OF FLOW UNDER GRAVITY
11 - D1 SCOPE.
11 - D2 PRINCIPLE.
11 - D3 APPARATUS.
11 - D4 PROCEDURE.
11 - D5 REPORT.
13 - APPENDIX E - METHOD FOR DETERMINATION OF BOND STRENGTH DEVELOPMENT
13 - E1 SCOPE.
13 - E2 PRINCIPLE.
13 - E3 APPARATUS AND MATERIAL.
13 - E4 CONDITIONING.
13 - E5 PREPARATION OF TEST ASSEMBLIES.
13 - E6 PROCEDURE.
13 - E7 CALCULATION.
14 - E8 REPORT.
17 - APPENDIX F - METHOD FOR DETERMINATION OF SLANT SHEAR BOND STRENGTH
17 - F1 SCOPE.
17 - F2 APPARATUS.
17 - F3 PREPARATION OF TEST ASSEMBLIES.
17 - F3.1 General.
17 - F3.2 Dry test steel assembly.
17 - F3.3 Wet test concrete assembly.
18 - F4 TEST PROCEDURE.
18 - F4.1 For dry steel assembly.
18 - F4.2 For any assembly where the bonds are subjected to presoaking conditions.
18 - F5 CALCULATION.
18 - F6 REPORT.
19 - APPENDIX G - METHOD FOR DETERMINATION OF BOND STRENGTH IN SHEAR
19 - G1 SCOPE.
19 - G2 PRINCIPLE.
19 - G3 APPARATUS AND MATERIALS.
19 - G4 PREPARATION OF TEST ASSEMBLIES.
19 - G5 PROCEDURE.
19 - G6 CALCULATION.
19 - G7 REPORT.
21 - APPENDIX H - METHOD FOR ESTIMATION OF BOND BEHAVIOUR IN SHEAR UNDER IMPACT LOADING
21 - H1 SCOPE.
21 - H2 PRINCIPLE.
21 - H3 APPARATUS.
21 - H4 PROCEDURE.
21 - H5 CALCULATION.
21 - H6 REPORT.

Specifies requirements for two-part epoxy adhesives for use in bonding raised pavement markers to bituminous and concrete road surfaces. Stability, shelf-life, non-volatile content, gelation time and sag flow properties of the freshly mixed uncured adhesive, and bond strength requirements of the cured adhesive are laid down.

Committee
CH-017
DocumentType
Standard
ISBN
0 7262 5111 9
Pages
17
PublisherName
Standards Australia
Status
Superseded
SupersededBy
Supersedes

The Standard specifies requirements for two-part epoxy adhesives for use in bonding raised pavement markers to bituminous and concrete road surfaces.NOTE: Special precautions during mixing and application are necessary for most epoxy adhesives. Appendix A gives some guidance on the safe use and application of these epoxy adhesives. For more detailed guidance, reference should be made to the publication titled 'Epoxy Resins-Instructions for use, handling and disposal', issued by the Australian Chemical Industry Council.

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