ՀՀ բնակավայրերի համար ասֆալտբետոնային խառնուրդների կազմի նախագծման «Սուպերփեյվ» մեթոդի ջերմաստիճանային բնութագրերը

Abstract

This paper presents the methods for determining the design temperatures of the road surface required for selecting the designation of the grade of bitumen binder PG X±Y in the Superpave method, which has become widespread in the world road construction for the design of asphalt concrete compositions. Taking as a basis the design models developed in the USA within the framework of the Long Term Pavement Performance (LTPP) research program, using a computer program, the maximum and minimum design temperatures with 98% reliability for populated areas of the Republic of Armenia were obtained.