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 1 Single/single Reseal – 14 mm HSS1

One carriageway of a duplicated highway is to be resealed to provide waterproofing and skid resistance for at least five years, at which time it is expected this section will be rehabilitated and upgraded by the addition of another lane.

The area to be resealed is on a long uphill (3% grade) section of the highway.

The climatic temperature conditions at the site are considered to be in the low category.

Pavement

Appendix C 1 Single/single Reseal – 14 mm HSS1

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