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The effect of using manufacture waste asphalt shingles (WMAS) to mineral-asphalt mixtures besides their utilization is to reduce the amount of the new bituminous binder added to hot mix asphalt. This publication presents studies on asphalt mixtures with an increased up to 4% amount of WMAS additive with the simultaneous use of 2 types of added paving bitumen, i.e. 50/70 and 70/100. The aim of the paper is evaluation of the basic mixture properties in a wide range of operating temperatures, as a part of the HMA tes...

The purpose of the paper is evaluation of the influence of the additives of manufacture waste asphalt shingles (MWAS) on the properties of asphalt concrete mixture. Laboratory tests were performed on the asphalt concrete samples with additive of 1% and 2% WMAS. The scope of the study included the following tests: stiffness modulus at three temperatures (5пїЅC, 15пїЅC and 30пїЅC), indirect tensile strength in dry and wet conditions, fatigue properties, resistance to permanent deformation and resistance to low tempe...

The aim of the paper is evaluation of the influence of the additives of reclaimed asphalt pavement (RAP) and manufacture waste asphalt shingles (MWAS) on the chosen properties of asphalt concrete mixture. Laboratory tests were performed on the asphalt concrete samples with additive of 20% RAS and 1% WMAS. The scope of the study included the following tests: stiffness modulus at three temperatures (5пїЅC, 15пїЅC and 30пїЅC), indirect tensile strength in dry and wet conditions, fatigue properties, and resistance to ...