TY - JOUR T1 - COMPARISON BETWEEN ZERO SHEAR VISCOSITY AND STEADY SHEAR FLOW METHODS TO DETERMINE MIXING AND COMPACTION TEMPERATURES OF PMB AU - Almusawı, Ali PY - 2019 DA - December JF - Eurasian Journal of Civil Engineering and Architecture JO - EJCAR PB - Serkan ŞAHİNKAYA WT - DergiPark SN - 2602-3865 SP - 1 EP - 8 VL - 3 IS - 2 LA - en AB - In order toobtain a better performance, different modifiers types have been adopted tocomplement the rheological characteristics of the bitumen used in the asphaltroad construction. To bring the asphalt mixture to the desired workability,bitumen and aggregate must be heated at an elevated temperature before mixing.Thus, estimating mixing and compaction temperatures is necessary to achieve therequired performance. The equiviscous method (ASTM D 2493) has been developedthrough the bitumen viscosity measurement to calculate the required mixing andcompaction temperatures. But a problem with excessive temperatures resultedthrough the implementation of this method when it is applied for the modifiedbitumen. Insufficiency of the equiviscous method led to a necessary need toinvestigate for an alternative method which should be more applicable for themodified bitumen. In this study, two methods named Zero Shear Viscosity (ZSV)and Steady Shear Flow (SSF) have been examined to measure the applicability forthe modified bitumen. For this purpose, 50/70 bitumen grade was modified with5% elastomeric type – Styrene Butadiene Styrene (SBS), and 1.5 % ReactiveElastomeric Terpolymer type – Elvaloy (RET). The results have shown that theapplication of the new alternative methods resulted in lower mixing andcompaction temperatures for the modified bitumen. KW - Compaction KW - Mixing KW - Modified bitumen KW - Steady Shear Flow KW - Zero Shear Viscosity CR - Hunter RN, Self A, Read J, Hobson E. (2015). The shell bitumen handbook, ICE Publishing, London, UK. CR - Kanabar, N. (2010). Comparison of ethylene terpolymer, styrene butadiene, and polyphosphoric acid type modifiers for asphalt cement, MSC thesis, Queen’s University, Kingston, Ontario, Canada CR - Khatri, M.A. (2005). Selection of Mixing and Compaction Temperatures for Hot Mix Asphalt Mixtures Produced with Modified Binders PhD thesis, University of Wisconsin, Madison, USA. CR - Micaelo, R., Santos, A. and Duarte, C. (2012). “Mixing and compaction temperatures of asphalt mixtures with modified bitumen.” Proc., 5 th Eurasphalt & Eurobitume Congress, Istanbul, Turkey, Vol. 7, p. 7. CR - Reinke, G. “Determination of Mixing and Compaction Temperature of PG Binders Using a Steady Shear Flow Test,” presentation made to the Superpave Binder Expert Task Group, https://engineering.purdue.edu/~spave/old/Technical%20Info/Meetings/Binder%20ETG%20Sept%2003%20Las%20Vegas,%20NV/Reinke_MIX%20AND%20COMPACTINO%20INFO%20FOR%20ETG%209-15-03.pdf. September 2003. CR - Sengoz, B. and Isikyakar, G. (2008). Evaluation of the properties and microstructure of SBS and EVA polymer modified bitumen. Construction and Building Materials, 22(9), pp.1897-1905. CR - Vachhani, K.K. and Mishra, C. (2014). Influence of VG30 grade bitumen with and without reactive ethylene terpolymer (Elvaloy® 4170) in short term aging. Int. J. Curr. Eng. Technol, 4, pp.4206-4209. CR - West, R.C., Watson, D.E., Turner, P.A. and Casola, J.R. (2010). Mixing and compaction temperatures of asphalt binders in hot-mix asphalt (No. Project 9-39). CR - Yildirim, Y., Solaimanian, M. and Kennedy, T.W. (2000). Mixing and compaction temperatures for hot mix asphalt concrete (No. Report No. 1250-5). University of Texas at Austin. Center for Transportation Research. UR - https://dergipark.org.tr/tr/pub/ejcar/issue//602933 L1 - https://dergipark.org.tr/tr/download/article-file/835407 ER -