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DIGEST 2006 - Sabita

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aggregate structure of asphalt<br />

mixes. Grading characteristics of<br />

HMA mixes investigated in the<br />

forensic study were analysed using<br />

the principles of the Bailey<br />

Method, as well as related<br />

techniques such as the Dominant<br />

Aggregate Size Range and the<br />

permeability characteristics of the<br />

mix.<br />

Based on the limited number of<br />

mixes studied, it would seem that<br />

these analysis techniques hold<br />

good potential for South Africa.<br />

Industry challenge<br />

The asphalt industry has accepted<br />

this challenge enthusiastically and<br />

has come up with several<br />

interesting designs, which will be<br />

evaluated as part of the HVS<br />

testing programme (see page<br />

102). The innovative asphalt<br />

mixes included the following:<br />

• Stone skeletal HMA used at<br />

airports;<br />

• High Modulus Asphalt;<br />

• HMA mix designed according<br />

to the Bailey Method; and<br />

• HMA mix manufactured with<br />

chrome slag aggregates.<br />

An intended APT study on durable,<br />

rut-resistant mixes submitted by<br />

industry in response to a challenge<br />

issued by GPTRW has been<br />

preceded by meetings held with<br />

representatives of <strong>Sabita</strong> members<br />

– asphalt suppliers, together with<br />

their advisers and contractors. At<br />

these meetings discussions<br />

centred on problems encountered<br />

in asphalt mix design, aggregate<br />

supply logistics, consistent<br />

production and quality<br />

management processes.<br />

A general conclusion was that the<br />

COLTO specification for aggregate<br />

grading of asphalt mixes may no<br />

longer predicate optimal aggregate<br />

packing given the current<br />

aggregate shapes, and that other<br />

methods e.g. Bailey or PRADO<br />

may be more beneficial.<br />

A key objective of this cooperative<br />

effort of GPTRW and industry is to<br />

encourage innovative thinking<br />

without being restricted by current<br />

specifications.<br />

Figure 2: HVS with climatic chamber<br />

testing a standard mix<br />

APT and laboratory study<br />

APT and LTPP studies have<br />

commenced on road P159/1 (R80)<br />

with the testing of a standard<br />

asphalt mix commonly used in<br />

Gauteng. These studies, which are<br />

linked to an extensive laboratory<br />

114

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