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Guide to Pavement Technology Part 4E: Recycled Materials
Guide to Pavement Technology Part 4E: Recycled Materials presents the latest information about products manufactured from recycling various waste materials accepted through registered recycling and reprocessing facilities. This includes the…
Crushing, Processing and Cleaning of Recycled Crushed Glass for Transport Infrastructure
The purpose of this guideline is to provide potential recyclers with the information they need to gain a better understanding of how recycled crushed glass (RCG) should be processed to make it fit-for-purpose for infrastructure applications. This…
Guide to Pavement Technology Part 3: Pavement Surfacings
Guide to Pavement Technology Part 3 addresses the selection of the most appropriate pavement surfacing. The Guide identifies the significant factors that need to be considered in the selection of the most appropriate surfacing, their inter-…
Guide to Pavement Technology Part 4C: Materials for Concrete Road Pavements
Guide to Pavement Technology Part 4C: Materials for Concrete Road Pavements summarises aspects of Australian and New Zealand practice in materials for use in concrete road pavements including: base concrete and lean-mix concrete subbase concrete…
Guide to Pavement Technology Part 4D: Stabilised Materials
The use of stabilisation technology for stabilising and recycling materials for pavement construction and maintenance is widely accepted as a cost-effective method of improving long‑term performance and reducing whole-of-life costs of modern,…
Guide to Pavement Technology Part 6: Unsealed Pavements
Part 6 of the Guide to Pavement Technology addresses unsealed pavements including operational demands of unsealed road surfaces, pavement configurations, floodways, cuts, fills and mine haul roads, the identification of suitable pavement materials…
Guide to Pavement Technology Part 4L: Stabilising Binders
Stabilisation may be defined as a process by which the intrinsic properties of a pavement material are altered by the addition of a stabilisation binder to meet performance expectations in its operating, geological and climatic environment. Part 4L…