TERMINATION OF AFFINITY BETWEEN AGGREGATE AND BITUMEN.
RESEARCH METHODS AND REQUIREMENTS IN DIFFERENT COUNTRIES
1
TPA Sp. z o.o., Laboratorium Badawcze, Pruszków
Mining Science 2016;23(Special Issue 1):215-226
KEYWORDS
ABSTRACT
Mineral aggregate and asphalt binder for asphalt mixes shall demonstrate physic-chemical affinity
sufficient for required adhesion of asphalt binder and aggregate. In order to increase asphalt
and aggregate affinity – agents that increase the adhesion should be used. The type and amount
of adhesive agent should be correlated with given aggregate and asphalt binder.
The tests was performed by four methods acc. with PN-EN 12697-11:2012 method A, method B,
method C and PN-84/B-06714. In testes there were used aggregates with different SiO2 content (dolomite,
limestone, basalt, gabbro, melaphyre, quartzite and post-glacial), different asphalt binders and
different adhesive agents.
The main aim of tests was to find correlation between different available methods for different asphalt
binders and aggregates.
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| eISSN: | 2353-5423 |
| ISSN: | 2300-9586 |
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