Pavement

Table of Contents

1. Introduction
- 1.1 Background
- 1.2 Use of this Guide
2. Operating Environment
3. Types of Sprayed Seal Treatments
4. Selection of Treatments
5. Design Method
6. Seal Design Input Parameters
7. Construction
References
Appendix A Photographic Examples of Pavement Preparation
Appendix B Austroads Vehicle Classification
Appendix C Worked Examples
Appendix D Determination of Maximum Pavement Temperature
Appendix E Guidance to Field Application of PMBs and Multigrade Bitumens
- Appendix E 1 Adhesion and Cohesion Characteristics
- Appendix E 2 Cutting Back PMB or Multigrade Bitumen
Appendix F Summary of Tables and Design Factors
Tables
Figures

Appendix C 3.4 Binder

Because the cracking is considered environmental and slow moving, suitable PMBs for the SAM are S10E, S35E or S45R (Table 4.7). The PMB selected is S35E. The binder factor (BF) is 1.2 for this PMB (Table 6.4).

Pavement

Appendix C 3.4 Binder

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