The use of low temperature (LT) asphalt products can result in a significant decrease of temperature required for asphalt production. This reduces energy costs and consumption. Moreover, safety during asphalt production and laying improves because the amount of potentially harmful vapours and aerosols decreases. Temperature decrease, in addition to the above, reduces the short-term ageing of bitumen in the asphalt production process, and ultimately has a positive impact on the durability of pavements.
COLAS Group in Hungary considers propagating the use of low temperature sorts of asphalt in road construction in Hungary as a high priority innovation task
Between 2012 and 2014, COLAS Group equipped its asphalt mixers with units from different manufacturers, capable of producing foamed bitumen, at four COLAS Group mixing plants in Hungary.
This was followed by several test production runs and course laying with asphalt mixes containing foamed bitumen. Some of the foam asphalt mixes were produced and laid at low temperatures. The other part of the mixes were produced at conventional temperature and were layed after 2 - 2.5 hours of transport. The test asphalt mixtures were made with 50/70 and 10/40-65 modified bitumen also containing 10-20% RA.
We compared the compactability of foamed bitumen mixtures produced with four different foaming kits. We produced Marshall specimens at various compaction temperatures, tested the bulk densities of the specimens, then represented the bulk densities subject to the compaction temperature. We established the following:
the Marshall bulk density (better compactability) of foamed bitumen asphalt mixes is higher for all asphalt types compared to the normal bitumen mixtures,
higher Marshall bulk density of foamed bitumen asphalt mixes can be achieved both in normal (50/70) and modified bitumen mixtures (25/55-65,10/40-65),
better compactability of foamed bitumen asphalt mixes is independent of the type of the foaming kit. It works for all types of foaming kits.
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 BARTOSZEK J. BAUMGARDNER G. CORRIGAN M. COWSERT J. D’ANGELO J. HARM E. HARMAN T. JAMSHIDI M. JONES W. NEWCOMB D. PROWELL B. SINES R. YEATON B. „Warm-Mix Asphalt: European Practice.” Washington: FHWA/US DOT 2008
 PUCHARD Z. GORGENYI A. „Experiences on low temperature (LT) asphalts in Hungarian road building”. Transport Research Arena. Proceeding 195. page 2029-2034. 2012
 PUCHARD Z. GORGENYI A „Experiences with foamed bitumen asphalts in Hungarian road building” 17th IRF World Meeting and Exhibition Riyadh November 10-14. 2013
 EN 12697-30:2012 “Bituminous mixtures. Test methods for hot mix asphalt. Part 30. Specimen preparation by impact compactor” 2012
 EN 12697-6:2003+A1:2008 “Bituminous mixtures. Test methods for hot mix asphalt. Part 6. Determination of bulk density of bituminous specimens” 2008