Texture Depth Measurement using a Micro-volume Measurement Technique for Gyratory Compactor Specimens

Hatim. M. Akraym, R. Muniandy, F. Jakarni, Salihudin Hassima
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Abstract

Road safety plays a pivotal role in transportation infrastructure, as the quality of road surfaces is a crucial factor in ensuring safe driving conditions. One of the main indicators of road quality is the Mean texture depth (MTD), which greatly affects a vehicle's traction and skid resistance. Multiple methods are available for analyzing fabric depth, with the volumetric method, known as the sand patch test and standardized under ASTM E 965 – 96, being the traditional approach. This research aims to adapt a Sand Patch test procedure to evaluate surface texture depth on laboratory specimens with a 100 mm diameter and determine the required amount of sand, both in terms of weight and volume, to conduct this test effectively. To achieve this, the relationship between the amount of sand required and the sample size was determined. Two different types of asphalt mixtures were studied Stone Mastic Asphalt (SMA) and Asphalt Concrete (AC), with five gradation limits for each. In the case of the AC10 mixture, the MTD ranged from 0.60 to 1.139 mm, while in SMA 20, the MTD ranged from 1.91 to 2.574 mm. These results are consistent with previous studies, confirming the reliability of the testing methodology, even when working with limited sample areas. In conclusion, the study highlights the potential simplicity and cost-effectiveness of using the Sand Patch micro-volume measurement method. When employed at the initial design stage, this method can provide valuable insights into surface texture, enhancing the design process and potentially further improving road safety.
使用微体积测量技术测量回旋式压实机试样的纹理深度
道路安全在交通基础设施中起着举足轻重的作用,因为路面质量是确保安全驾驶条件的关键因素。路面质量的主要指标之一是平均纹理深度(MTD),它对车辆的牵引力和防滑性能有很大影响。有多种方法可用于分析织物深度,其中传统的方法是体积法,即根据 ASTM E 965 - 96 标准制定的砂斑测试。 本研究旨在调整砂斑测试程序,以评估直径为 100 毫米的实验室试样的表面纹理深度,并确定有效进行该测试所需的砂量(重量和体积)。 为此,确定了所需砂量与试样大小之间的关系。对两种不同类型的沥青混合料进行了研究:石碾沥青(SMA)和沥青混凝土(AC),每种混合料都有五个级配限制。 在 AC10 混合料中,MTD 的范围为 0.60 至 1.139 毫米,而在 SMA 20 中,MTD 的范围为 1.91 至 2.574 毫米。这些结果与之前的研究一致,证实了测试方法的可靠性,即使在有限的样本区域内也是如此。 总之,这项研究强调了使用砂斑微体积测量方法的潜在简便性和成本效益。在初始设计阶段使用这种方法,可以提供有关表面纹理的宝贵见解,从而改进设计过程,并有可能进一步提高道路安全性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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