DIGEST 2006 - Sabita
DIGEST 2006 - Sabita
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 />
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