DIGEST 2006 - Sabita
DIGEST 2006 - Sabita
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