DIGEST 2006 - Sabita
DIGEST 2006 - Sabita
DIGEST 2006 - Sabita
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Alternatives to coal tar products:<br />
The influence of weather on<br />
prime applications<br />
Johan Muller<br />
Assistant Technical Manager<br />
Tosas (Pty) Ltd<br />
At the Conference on<br />
Asphalt Pavements for<br />
Southern Africa (CAPSA)<br />
2004, the decision was made,<br />
in line with global best<br />
practice, to discourage the use<br />
of coal tar products in road<br />
construction in South Africa.<br />
This decision resulted in Sasol<br />
CarboTar closing its operations in<br />
June <strong>2006</strong>, which drastically<br />
reduced the availability of coal tar<br />
products in the market and left<br />
only one source of coal tar<br />
products, namely that from Mittal<br />
Steel. The result was a significant<br />
reduction in the range of prime<br />
products available for the road<br />
construction industry.<br />
In the second half of <strong>2006</strong>, <strong>Sabita</strong><br />
launched a series of seminars<br />
under the auspices of the Society<br />
for Asphalt Technology (SAT) in<br />
the Gauteng, KwaZulu Natal and<br />
Western Cape regions to promote<br />
the discontinuation of coal tar<br />
usage. The seminars were well<br />
attended and suppliers were given<br />
the opportunity to promote<br />
alternative products and<br />
techniques to coal tar for priming<br />
granular bases and precoating<br />
surfacing stone.<br />
Contractor problems<br />
Contractors complained that tar<br />
products such as RTL 1/4P, RTH<br />
1/4P and Sasol Quick Drying<br />
primes wetted and cured quicker<br />
in practice than cutback bitumen<br />
primes such as MC 30.<br />
Table 1 compares properties of the<br />
different materials.<br />
In general, it has been found that<br />
invert bitumen primes work better<br />
than cutback bitumen primes.<br />
Yet, despite the properties of the<br />
primes, other factors such as the<br />
density and type of base material,<br />
also create havoc for the<br />
contractor. The moisture content<br />
and temperature begin affecting<br />
the performance of the prime in<br />
the application, and the end result<br />
is an undesirable primed surface<br />
which causes delays in<br />
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