Perbandingan Aspal Berongga dengan Aspal Normal berdasarkan Nilai Stabilitas

Abstract

The surface layer is a layer of pavement construction receive the greatest load. Therefore, the material making up this layer must be of good quality material. Levels of aggregates in flexible pavement generally range between 90-95% of the total weight. The use of aggregates that do not comply with the requirements is the most frequent cause of damage to the pavement. This study was conducted to determine the value of the stability of the asphalt mixture normal, and hollow compared to asphalt binder content of 5%, 5.5%, 6%, 6.5%, 7%. The test results showed that the stability required at least 800 kg. Because it affects the ability of pavement layers to withstand deformation due to traffic loads are working on it without changing its form remains as wave (washboarding) and groove (rutting). The purpose of this study was to determine how much influence what happens to the characteristics of the asphalt AC-WC through the Marshall Test. The characteristics were measured by using Marshall Test is stability (stability), flow (flow), density (density), marshall quotient (MQ), void filleds (VFB), voids in the mix (VIM), and voids in the mineral aggregate (VMA)