DIGEST 2006 - Sabita
DIGEST 2006 - Sabita
DIGEST 2006 - Sabita
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Conclusions<br />
MC 30 cutback bitumen’s<br />
performance as a prime is, apart<br />
from granular base type and<br />
density, very dependent on<br />
temperature, since temperature<br />
has the most direct influence on<br />
its viscosity. The viscosity<br />
influences the ability of the<br />
product to penetrate the base<br />
material and any MC 30 cutback<br />
bitumen which does not penetrate<br />
in the first day will lie on top of<br />
the base for more than a week, if<br />
not more.<br />
There are a number of actions<br />
from suppliers which may in future<br />
solve some of the penetration and<br />
drying time of cutback bitumen<br />
primes. True invert bitumen<br />
emulsions will increase success<br />
rate, but be careful, conventional<br />
emulsions cannot be used as<br />
primes.<br />
From this study it is evident that<br />
temperature and other weather<br />
conditions will play a significant<br />
role in the success of prime<br />
applications.<br />
The following should be considered<br />
to ensure successful prime<br />
applications on site:<br />
• During winter and early<br />
spring, prime applications are<br />
more sensitive to climatic<br />
conditions regardless which<br />
prime is used;<br />
• It is preferable to dampen the<br />
base with water the night<br />
before to achieve the desired<br />
moisture content;<br />
• Surface tension may be<br />
broken with a light<br />
application of water on the<br />
day the prime product is to<br />
be sprayed;<br />
• Temperature must be<br />
measured on site and the<br />
road temperature must be<br />
Figure 6: The viscosity-temperature relationship for MC30 cutback bitumen<br />
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