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DIGEST 2006 - Sabita

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Properties Tar Prime Cutback bitumen<br />

prime<br />

Invert bitumen<br />

emulsion<br />

Water content 0% 0% < 20%<br />

Solvent type Polar Non-polar Non-polar<br />

Solvent Creosote-like Paraffin-like Paraffin-like<br />

Viscosity Low Highest Lower than<br />

cutback bitumen<br />

Table 1: Tar vs bitumen primes<br />

construction. Placing hot mix<br />

asphalt or a seal on a prime that<br />

has not penetrated into the base<br />

substrate raises the probability of<br />

problems appearing later during<br />

the life of the surfacing.<br />

Penetration<br />

The penetration and drying<br />

problems with primes are worse in<br />

winter and this led the technical<br />

team at Tosas to investigate<br />

various ways to overcome these<br />

problems. The fact that the<br />

viscosity of bituminous products<br />

increases at lower temperatures<br />

prompted the Tosas team to<br />

investigate ways of decreasing<br />

viscosity. The alternatives were:<br />

• Increase the percentage of<br />

cutter to reduce the viscosity:<br />

This is standard practice and<br />

all suppliers can make the<br />

alterations, formulating a<br />

non-SABS 308 product,<br />

(unfortunately at a cost to<br />

the client). For example: MC<br />

30 + 10% additional paraffin;<br />

• Change the solvent type:<br />

(This was also investigated<br />

and may prove to be a<br />

longer-term solution if the<br />

specifications for cutback<br />

products are amended);<br />

• Emulsify the cutback bitumen<br />

in water: i.e. normal<br />

‘oil-in-water’ as opposed to<br />

invert emulsion where the<br />

water is the discontinuous<br />

phase. (Although the<br />

viscosity is reduced, one can<br />

be fooled by false penetration<br />

– although the water and<br />

some of the solvent<br />

penetrate, the bitumen<br />

droplets are unable to do so,<br />

and coagulate on top to form<br />

a skin. A high concentration<br />

of soap is also required to<br />

emulsify the product, which<br />

has a water content of<br />

between 40 and 50%. This<br />

large proportion of free water<br />

reduces the net binder<br />

content dramatically, and the<br />

contractor would be better off<br />

spraying bitumen primes at<br />

30-40% below specified<br />

application for the same<br />

effect.);<br />

• Look at the effect of<br />

temperature.<br />

Temperature<br />

Everyone knows that it is colder in<br />

winter and warmer in summer, air<br />

temperatures are lower than the<br />

road temperatures as it is warmer<br />

in the direct sun than in the<br />

shade.<br />

The clever philosopher who once<br />

said: “You do not know that which<br />

151

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