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DIGEST 2006 - Sabita

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itumen emulsion or foamed<br />

bitumen, offers a feasible and cost<br />

effective solution to the problem of<br />

providing sustainable pavement<br />

design solutions. However, this<br />

challenge is not without obstacles,<br />

and most significant of these is the<br />

lack of sound and practical<br />

guidelines to the design and use of<br />

bitumen stabilised materials.<br />

Structured experience<br />

Inadequate guidelines have<br />

resulted mainly from the lack of<br />

structured and documented<br />

experience related to the design,<br />

use and performance of bitumen<br />

emulsion and foamed bitumen<br />

materials.<br />

To address these issues, <strong>Sabita</strong>, in<br />

conjunction with the Gauteng<br />

Department of Public Transport,<br />

Roads and Works (GPTRW),<br />

initiated a project to develop<br />

updated guidelines on the design<br />

and use of Bituminous Stabilised<br />

Materials (BSM).<br />

This initiative aims to incorporate<br />

both emulsion and foamed<br />

bitumen materials in a single BSM<br />

guideline to promote rational<br />

materials selection and equitable<br />

competition between the two<br />

material types. This guideline will<br />

update the technology presented<br />

in current guidelines for these<br />

materials (e.g. TG2 – Interim<br />

Technical Guidelines: The design<br />

and use of foamed bitumen<br />

treated materials, <strong>Sabita</strong> Manual<br />

14: GEMS – The design and use of<br />

granular emulsion mixes, and<br />

Manual 21: ETB – The design and<br />

use of emulsion treated bases.)<br />

The Project<br />

The project to develop a guideline<br />

for the design and use of<br />

bituminous stabilised materials<br />

was initiated in early 2005. At the<br />

outset, it was recognised that the<br />

structural design and mix design<br />

elements of the existing guidelines<br />

required the most urgent and<br />

significant improvements. The<br />

project was therefore structured to<br />

address these two aspects in a<br />

comprehensive manner. Owing to<br />

the ambitious scope of the project,<br />

it was structured to allow<br />

execution in distinct phases, as<br />

shown in Figure 2.<br />

The mix design element of the<br />

project is being undertaken by<br />

Professor Kim Jenkins of the<br />

University of Stellenbosch, while<br />

the Structural Design element is<br />

being handled by Drs. Fritz Jooste<br />

and Fenella Long of Modelling and<br />

Analysis Systems (MAS).<br />

As shown in Figure 2, the second<br />

phase of the project is currently in<br />

progress, and the bulk of this work<br />

is scheduled for completion in<br />

early 2008, at which time the<br />

compilation of the guidelines will<br />

begin.<br />

Mix Design Developments<br />

The mix design component of this<br />

study aims to identify the<br />

inadequacies in current<br />

approaches to foamed bitumen<br />

and bitumen emulsion mix design<br />

procedures, and to explore<br />

laboratory test protocols and<br />

available laboratory test data for<br />

these materials that would provide<br />

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