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DIGEST 2006 - Sabita

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Bond coats<br />

Bond coats were first used with<br />

the introduction of the integrated<br />

paver/sprayers for application of<br />

Ultra Thin Friction Course (UTFC)<br />

asphalt in South Africa in 1999.<br />

These thin, open graded asphalt<br />

layers are placed at an average<br />

thickness of 18mm. The strains<br />

induced by traffic at the surface/<br />

binder interface are much greater<br />

than the forces acting on the<br />

thicker asphalt layer/binder<br />

interfaces, and undiluted rapid<br />

setting cationic polymer modified<br />

emulsions are thus used for this<br />

purpose to ensure adequate bond<br />

strength at the interface.<br />

The thin asphalt<br />

surfacing layer and<br />

the bond coats are<br />

usually offered as<br />

an integral package<br />

by the applicators.<br />

The paving unit<br />

applies the binder<br />

uniformly using a<br />

calibrated,<br />

computer<br />

controlled, spraying<br />

system. In the case<br />

of simultaneous application, the<br />

free water in the emulsion bond<br />

coat foams when it comes into<br />

contact with the hot mix asphalt.<br />

The reduced viscosity of the<br />

foamed binder and its subsequent<br />

expansion allows the binder to<br />

penetrate more effectively into the<br />

existing substrate and overlying<br />

mix, thus creating an improved<br />

bond.<br />

Application rate of the bond coat<br />

varies typically between 0,4 – 0,6<br />

l/m 2 depending mainly on the<br />

Deformation<br />

proceeds<br />

at a faster<br />

rate when<br />

a proper bond<br />

has not been<br />

created<br />

substrate texture, leaving a<br />

residual modified binder<br />

application of 0,26 to 0,39 l/m 2 ,<br />

which is considerably higher than<br />

the residual binder content used<br />

for the conventional, thicker<br />

asphalt lifts. The thicker residual<br />

binder layers also provide better<br />

waterproofing, as the thinner,<br />

open graded asphalt layers are<br />

more prone to allowing water<br />

infiltration compared to the<br />

conventional, dense layers.<br />

Specific requirements<br />

• High softening point of<br />

residual binder to prevent<br />

excessive migration into the<br />

open UTFC<br />

aggregate<br />

structure under<br />

traffic after<br />

paving;<br />

• Very rapid<br />

setting<br />

characteristics.<br />

The UTFC layer is<br />

very thin and<br />

rapidly cools<br />

down after<br />

paving. During<br />

the time interval<br />

when the mat is at a<br />

temperature in excess of<br />

100 0 C, most of the water in<br />

the emulsion should boil off.<br />

The emulsion should be<br />

sufficiently de-stabilised<br />

during this short period to<br />

prevent re-emulsification,<br />

which could occur if<br />

unexpected rain falls on the<br />

surface within the first few<br />

minutes after paving;<br />

• Despite the rapid setting<br />

characteristics required of a<br />

bond coat, the emulsion<br />

131

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