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DIGEST 2006 - Sabita

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M ix type<br />

Coars e<br />

continuous<br />

Coarse<br />

continuous<br />

S MA fibre Coars e<br />

continuous<br />

S MA C ombinatio n Semi-ga p<br />

B inder type<br />

S B S<br />

S B S<br />

6 0/7 0<br />

S B S<br />

S B S S BS-60/7 0 60/7 0<br />

A ggregate S teel sla g D olerit e D olerit e D olerit e Q uartzit e<br />

Stee l<br />

s lag/ dolerit e<br />

M MLS3 dat a<br />

A ve. voids (%) 3 . 1<br />

3 . 3<br />

- 3 . 6<br />

7 . 2<br />

7. 2<br />

Ave.<br />

fter<br />

rut depth<br />

a 50 k<br />

r epetitions (mm )<br />

Ave.<br />

core height<br />

(mm)<br />

Ave. rut depth<br />

a fter 100 k<br />

repetitions (mm)<br />

Quartzite<br />

1 .2<br />

- - 2 . 0<br />

2 . 5<br />

2. 2<br />

6 4<br />

3 3<br />

4 1<br />

4 1<br />

3 6<br />

9 5<br />

3 2<br />

1 .2<br />

1 . 3<br />

1 . 7<br />

1 . 8<br />

2 . 6<br />

2 . 9<br />

*<br />

Table 3: Comparative<br />

* Readings<br />

wheel tracking tests<br />

not available due to<br />

of different asphalt mixes<br />

excessive rutting<br />

78

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