On the surface of asphalt pavements two types of damages are most common, namely the cracking and rutting. Surface cracking, which initiate at the surface of the wearing layer of asphalt, occurs most frequently, because a binder at low temperatures becomes too fragile. Rutting occurs at elevated summer temperatures, due to low viscosity of binder insufficient to sustain high traffic loads. As the binder in the asphalt layers mostly paving grade bitumen is used, which has a relatively small temperature range between too low and too high viscosity to withstand heavy loads. To increase the temperature range of bitumen in the bitumen various so-called modifiers are added. Most often SBS (styrene-butadiene-styrene block copolymer) is used to modify bituminous binder for higher traffic roads. SBS increases quality of asphalt, but it has many drawbacks; modifier is expensive, producer have to increase temperature when producing SBS modified asphalt mixtures and laying of asphalt course with SBS modified bitumen is more difficult than with paving grade bitumen. In this study, we found that the addition of Poly-methyl methacrylate/aluminium trihydrate (PMMA/ATH) composite in the asphalt mixture increases the resistance of asphalt layers to permanent deformations and increases durability of asphalt. With laboratory trials we managed to reduce proportional rut depth by a factor of three, when PMMA/ATH composite was added to bitumen. The highest degree of resistance to the formation of ruts, which was five fold lower than in the reference asphalt layer was achieved by adding a combination of PMMA/ATH composite powder and paraffin waxes in the bitumen. Already in 2009 test fields were built. First dry process of adding PMMA/ATH composite to asphalt mixture was applied and in 2013 wet process of adding PMMA/ATH composite to bitumen was utilized. Produced asphalt was successfully built in test fields and regular roads. In comparison to SBS we found some advantages of adding PMMA/ATH in the asphalt: cheaper additive, easier production of modified binder, there is no need for an elevated temperature at asphalt production, asphalt did not stick to shovels and it was found out that workability of asphalt is even improved.