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

7.2.4 Rolling

Rolling is usually undertaken by a multi-tyred roller (Figure 7.1). This assists in embedment of aggregate into the binder and reorientation of aggregate for maximum surface contact and interlock. Rubber‑coated vibrating drum rollers may also be used. Steel drum rollers should be avoided as excessive use may cause breakdown of aggregate.

Figure 7.1: Multi-tyred roller

IMGP2764

Source: ARRB.

Pavement

7.2.4 Rolling

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