Development of Macrotexture Test Method for Dense-Graded Asphalt Mixtures

Andy Mergenmeier, D. Mensching, Maryam S. Sakhaeifar, Leslie Ann Myers, Ram Kumar Veeraragavan
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Abstract

The design and construction of pavements necessitate careful consideration of longevity, cost-effectiveness, sustainability, and safety, with a focus on enhancing the durability and lifespan of dense-graded asphalt (DGA) surface mixtures. This paper discusses a research project the Federal Highway Administration (FHWA) initiated to assess the macrotexture characteristics of DGA mixture pavement—particularly concerning safety at higher speeds. The project aims to develop an efficient testing procedure for measuring macrotexture during mixture design and field-testing processes, striking a balance between longevity, cost-effectiveness, sustainability, and safety in pavement design and construction. The study began with a comprehensive review of existing practices, leading to the selection and testing of a unique laser texture scanner capable of noncontact macrotexture measurement. The subsequent phase involved validating the suggested macrotexture measurement system through data collected from State-sponsored projects under the FHWA Mobile Asphalt Technology Center program. Macrotexture measurements were collected from field cores and laboratory-compacted specimens from various State departments of transportation projects and analyzed. Preliminary analysis of the limited dataset to date revealed a positive correlation between average macrotexture measurements from gyratory specimens’ top surface and field core macrotexture measurements. The FHWA developed a draft test method for measuring macrotexture on laboratory specimens and field cores, thereby aiming to reduce procedural variability. Interlaboratory macrotexture test results demonstrated good reproducibility, with an average coefficient of variation of approximately 20%. Overall, this research project seeks to advance the understanding and measurement of macrotexture in DGA mixture pavements and thereby contribute to the development of safe pavements.
开发密级配沥青混合料宏观结构试验方法
路面的设计和施工必须仔细考虑使用寿命、成本效益、可持续性和安全性,重点是提高密级配沥青(DGA)面层混合物的耐久性和使用寿命。本文讨论了美国联邦公路管理局(FHWA)发起的一个研究项目,该项目旨在评估 DGA 混合料路面的宏观纹理特性,尤其是高速行驶时的安全性。该项目旨在开发一种高效的测试程序,用于在混合料设计和现场测试过程中测量大变形,从而在路面设计和施工的使用寿命、成本效益、可持续性和安全性之间取得平衡。这项研究首先对现有实践进行了全面审查,然后选择并测试了一种能够进行非接触式宏观纹理测量的独特激光纹理扫描仪。随后的阶段包括通过从联邦公路和水利部移动沥青技术中心计划下的国家赞助项目中收集的数据来验证建议的宏观纹理测量系统。从各州交通部门项目的现场岩心和实验室压实试样中收集了宏观纹理测量数据,并进行了分析。迄今为止,对有限数据集的初步分析表明,回旋试样顶面的平均宏观质地测量值与现场岩芯宏观质地测量值之间存在正相关。联邦公路和水文局制定了测量实验室试样和现场岩心宏观纹理的测试方法草案,旨在减少程序上的差异。实验室间的宏观纹理测试结果表明重复性良好,平均变异系数约为 20%。总之,该研究项目旨在推进对 DGA 混合料路面大变形的理解和测量,从而促进安全路面的开发。
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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