Abstract: The durability of pavement layers depends on the type of bitumen and changes in its material structure during
service life. In 1999, while rebuilding and modernizing road infrastructure in Kielce (Poland), a stone mastic asphalt
wearing coarse layer with hydrated lime was placed on one of the town’s main streets. Stone mastic asphalt mixture
contained 6.2% of D70 bitumen (currently 50/70) and 4% SBS polymer under the trade name Kraton 1101 CM. The
hydrated lime was dosed into the stone mastic asphalt mixture to replace 30% of the filler mass. Pavement surface condition
after 12 years of service life was very good. In 2011, bitumen samples were extracted from stone mastic asphalt
and tested. The tests were performed on the samples that contained fatty amine and hydrated lime as adhesive agents,
obtained from stone mastic asphalt wearing course layer in the rut paths and from between the area limited by rut paths.
The hydrated lime additive was found to have a positive effect on rheological properties of the recovered bitumen providing
resistance to the water and frost.
B I B L I O G R A F I ABłażejowski, K. Olszacki, J. Peciakowski, H. 2011. PoradnikAsfaltowy 2011 [Asphalt Guidebook 2011]. Orlen Asphalt.Płock. 117 p.
Cardone, F. Frigo, F. Ferrotti, G. Canestrari, F. 2015. Influenceof Mineral Fillers on the Rheological Response of Polymer-Modified Bitumens and Mastics, Journal of Traffic and TransportationEngineering 2(6): 373–381.
http://dx.doi.org/10.1016/j.jtte.205.06.003
Gawel, I. Czechowski, F. Kosno, J. 2016. An Environmental Friendly Anti-Ageing Additive to Bitumen, Construction and Building Materials 110: 42–47. http://dx.doi.org/10.1016/j.conbuildmat.2016.02.004
Gaweł, I. Kalabińska, M. Piłat, J. 2001. Asfalt drogowy [Road Bitumen]. Warszawa: WKŁ, 255 p.
Grabowski, W. Słowik, M. 2002. Research of Rheological Properties of Polymer Modified Binders, Foundations ofGrabowski, W. No. 3, Poznan University of Technology.
Iwański, M. Mazurek, G. 2012a. Rheological Characteristics of Synthetic Wax-Modified Asphalt Binders, Polimery 57(9): 661–664. http://dx.doi.org/10.14314/polimery.2012.661
Iwański, M. Mazurek, G. 2012b. Durability of SMA Pavement with Hydrated Lime, in Proc. of 5th Euroasphalt and Eurobitume Congress, June 13–15, 2012, Istanbul, Turkey.
Judycki, J. Jaskuła, P. 2001. Korelacja Pomiędzy Cechami Eksploatacyjnymi Betonu Asfaltowego a Cechami Asfaltu. I Międzynarodowa Konferencja Naukowa-Techniczna “Nowoczesne Technologie w Budownictwie Drogowym” [Correlation between Operational Asphalt Concrete and Bitumen Properties], in Proc. of the 1st International Conference “Modern Technologies in Highway Engeenering, Poznań, Poland: Publishing
House of the Foundation for Development of Poznan University of Technology, 366–377.
Kennedy, T. W. 1984. Use of Hydrated Lime in Asphalt Paving Mixtures, National Lime Association Bulletin 325.
Kim, R. Y. 2009. Modeling of Asphalt Concrete. McGraw-Hill. 453 p.
Lamontagne, J. Dumas, P. Mouillet, V. Kister, J. 2001. Comparison by Fourier Transform Infrared (FTIR) Spectroscopy of Different Ageing Techniques: Application to Road Bitumens, Fuel 80(4): 483–488.
http://dx.doi.org/10.1016/S0016-2361(00)00121-6
Lesueur, D. Little, D. N. 1999. Effect of Hydrated Lime on Rheology, Fracture and Aging of Bitumen, Transportation Research Record 1661: 93–105. http://dx.doi.org/10.3141/1661-14
Little, D. N. Petersen, J. C. 2005. Unique Effects of Hydrated Lime Filler on the Performance-Related Properties of Asphalt
Cements. Physical and Chemical Interactions Revisited, Journal
Materials in Civil Engineering 17(2): 207–218.
http://dx.doi.org/10.1061/(ASCE)0899-1561(2005)17:2(207)
Mouillet, V. Lamontagne, J. Durrieu, F. Planche, J. Lapalu, L. 2008. Infrared Microscopy Investigation of Oxidation and Phase Evolution in Bitumen Modified with Polymers, Fuel
87(7): 1270–1280.
http://dx.doi.org/10.1016/j.fuel.2007.06.029
Plancher, H.
Green, E. L.
Petresen, J. C. 1976. Reduction of
Oxidate Hardening of Asphalts by Treatment with Hydrated
Lime – a Mechanistic Study, in Proc. Association Asphalt Paving
Technologists 45: 1–24.
Shafiei, A.
Latifi Namin, M. 2014. Experimental Investigation
on the Effect of Hydrated Lime on Mechanical Properties
of SMA, Construction and Building Materials 70: 379–387.
http://dx.doi.org/10.1016/j.conbuildmat.2014.07.084
Sybilski, D. 2000. Zastosowanie metod SHRP do oceny nawierzchni
dróg w Polsce [The Application of SHRP Metodology in
Poland]. Warsaw: IBDiM. 168 p.
Zaumanis, M.
Olesen, E.
Haritonovs, V.
Brencis, G.
Smirnovs, J.
2012. Laboratory Evaluation of Organic and Chemical Warm
Mix Asphalt Technologies for SMA Asphalt, The Baltic Journal
of Road and Bridge Engineering 7(3): 191–197.
http://dx.doi.org/10.3846/bjrbe.2012.26
Zoorob, S. E.
Oliveira, L. A. 2012. Assessing Low Shear Viscosity
as the New Bitumen Softening Point Test, Construction and
Building Materials 27(1): 357–367.
http://dx.doi.org/10.1016/j.conbuildmat.2011.07.037 
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