Specifying the desired properties of stabilizers is a troublesome task, which is why there are not very many examples of formalized requirements for them. In fact, detailed testing of a stabilizer’s properties is practically impossible in the asphalt plant laboratory. Therefore, in many countries, testing is limited to draindown checking (i. e., only an empirical assessment of stabilizer effectiveness).
A few examples of standardized regulations come from Germany and the United States. Some requirements were also in the Finnish specification PANK 2000.
5.3.1 Germany
The requirements adopted in Germany were cited in a 1997 document entitled
Testing and Marking Stabilizing Additives and Materials Applied for Bituminous
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Storage stability
Difference in penetration, 0.1 mm Drop in softening point after RTFOT, °С Elastic recovery at 25°C after RTFOT, %
Elastic recovery at 10°C after RTFOT, %
Note: TBR = To Be Reported.
EN 13399 |
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EN 1426 |
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EN 12607-1, EN 1427 |
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EN 12607-1, EN 13398 |
>50 |
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Surfaces (FGSV Arbeitpapier 42). It contains requirements for all kinds of stabilizers used in aggregate mixtures with a high content of binder, which includes the following:
• Organic fibers
• Mineral fibers
• Powders and dusts
• Compounds of filler and all sorts of fibers
• Special fillers.
The range of testing depends on the type of stabilizer. The following is a set of recommended tests for fibers:
• Macroscopic assessment
• Homogeneity
• Color
• Odor
• Agglomeration (balling)
• Microscopic assessment
• Structure
• Other properties
• Gradation distribution
• Diameter—in specified cases
• Mass loss after drying
• Mass loss after ignition
• Specific gravity
• Water susceptibility
• Stiffening properties (an increase of the softening point after the Wilhelmi method)