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DIGEST 2006 - Sabita

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Completed<br />

early <strong>2006</strong><br />

Phase 1: Inception study<br />

• Obtain available performance data on pavements<br />

incorporating bituminous stabilised materials (BSM);<br />

• Review existing tests and protocols related to mix design<br />

on BSM;<br />

• Formulate approach and detailed planning for Phase 2.<br />

in<br />

Currently<br />

progress<br />

Phase 2: Develop new methods as needed<br />

• Develop pavement design and materials classification<br />

methods based on LTPP and APT data;<br />

• Refine existing laboratory tests and develop new tests as<br />

needed to facilitate mix design and classification of BSM<br />

stability and flexibility.<br />

Completion<br />

in 2008<br />

Phase 3: Compile guidelines<br />

• Incorporate new methods and practices for Mix Design<br />

and Structural Design from Phase 2;<br />

• Review and expand sections related to construction,<br />

materials selection and composition;<br />

• Review and publish.<br />

Figure 2: Structure of the Project<br />

a more fundamental, reliable mix<br />

design method for cold mixes in<br />

general.<br />

The overall framework of TG2 was<br />

found to be well-founded but not<br />

comprehensive, and certain<br />

components to the mix design<br />

procedure were found to be<br />

lacking. In addition, this project<br />

aims to use more explicit mix<br />

design tests to classify the<br />

emulsion and foamed bitumen<br />

mixes for pavement design<br />

purposes. The mix design<br />

component of the study therefore<br />

has four main objectives:<br />

• Investigate the incorporation<br />

of triaxial testing into the mix<br />

design procedure. Shear<br />

parameters reliably define the<br />

performance properties of<br />

cold mixes, but standardised<br />

(simple) procedures need to<br />

be developed to meet the<br />

needs of both research and<br />

commercial laboratory<br />

84

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