Effect of polishing time, mechanisms and mineralogy on the microtexture evolution and polishing resistance of pavement surface aggregates

Abstract

The LC 21–102 test standard is an accelerated polishing by projection test used in the province of Quebec (Canada), with the objective of theorically bringing pavement surface coarse aggregates to their maximum wear. Their suitability for use in surface layer on high trafficked roads, regarding skid resistance, is then evaluated by measuring their residual friction coefficient using a British pendulum. This study investigates the influence of polishing by projection time, and aims to provide a better understanding of its wear mechanisms by analyzing the evolution of the aggregates microtexture. Four aggregates with different mineralogy and polishing resistance were selected for the study. Their mineralogical, physical and mechanical properties were determined using various techniques, including optical microscopy, X-Ray Diffraction, Los Angeles and Micro-Deval tests. A high-precision 3D laser microprofilometer was used to capture the surface relief of aggregate particles and to determine their microtexture parameters such as peak density, shape and height. A British pendulum was used to measure the residual friction coefficient. Tests were performed prior to polishing and at incremental stages that went beyond the standard time. The results show a continuous decrease in friction values beyond the standard polishing time for all tested aggregates, suggesting the need to extend the polishing time to reach maximum wear. Polishing by projection also appears to operate through a distinct mechanism compared to other well-known methods: it acts more by indentation, digging into the aggregate surface and generating a new microtexture with, on average, less dense but higher and sharper peaks. Furthermore, aggregate type, grain size, general and differential hardness (to a lesser extent) seem to influence the initial microtexture formation and its evolution during polishing.