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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 />

150

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