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DIGEST 2006 - Sabita

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compared to the pure bitumen for<br />

the dolerite mix, falls below the<br />

recommended range of 12 – 16°C.<br />

This would imply that the mix is<br />

tender, soft and relative easy to<br />

place and compact, while<br />

resistance to permanent<br />

deformation during the service life<br />

might be reduced. The fatigue<br />

resistance, however, should be<br />

good.<br />

Quartzite aggregate evaluation<br />

results<br />

In general the estimated VIM and<br />

VMA values, as predicted with<br />

PRADO, are slightly higher than<br />

the actual values obtained.<br />

The increase in the ring and ball<br />

soft point temp (T R&B ) of the<br />

quartzite mix at the design binder<br />

content of 4.7% is 16.8ºC, which<br />

is above the upper recommended<br />

limit. This indicates that difficulties<br />

may arise with the compactability<br />

and workability of the mix.<br />

However, it may also have a<br />

positive effect on the deformation<br />

resistance of the mix provided<br />

durability is adequate and fatigue<br />

resistance within specifications.<br />

(ii) Bailey Method<br />

The Bailey Method of gradation<br />

evaluation focuses on the<br />

aggregate properties that affect<br />

the way aggregates fit together<br />

(or pack) in a confined space or<br />

volume (See Figure 1). To analyse<br />

the packing factors, the method<br />

defines four key principles that<br />

break down the overall combined<br />

aggregate blend into four distinct<br />

Figure 1: Bailey Method Mix Composition Principals<br />

106

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