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Laboratory Analysis of Asphalt Mixes Used in Highway 401 Perpetual Pavement Project

机译:401高速公路永久路面工程中使用的沥青混合料的室内分析

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The Ministry of Transportation of Ontario (MTO) in partnership with Centre for Pavement andrnTransportation Technology (CPATT) at the University of Waterloo, the Ontario Hot Mix Producersrn(OHMPA), consultants and industrial institutions have united their efforts to evaluate the structuralrnperformance of perpetual pavement designs as compared to a conventional asphalt pavement design.rnThree test sections are located on Highway 401 approaching Woodstock, Ontario; a perpetual design withrnRich Bottom Mix (RBM), a perpetual design without RBM, and a conventional design. All test sectionsrnwere equipped with various sensors that are monitoring longitudinal and transverse strain, verticalrnpressure under wheel path, moisture content in subgrade and temperature of all layers in the pavementrnsection.rnThis paper presents the laboratory results and analysis of the different asphalt mixes that were installed onrnthe perpetual test sections. The samples include Superpave? (SP) 12.5 Friction Course 2, SP 19, SP 25rnand SP 25 with RBM. Various laboratory tests were performed to analyze the quality of the asphalt andrnthese were selected to carry out some preliminary performance predictions. Laboratory testing includedrnresilient modulus testing and dynamic modulus.
机译:安大略省交通部(MTO)与滑铁卢大学的路面与运输技术中心(CPATT),安大略省热拌料生产商(OHMPA),顾问和工业机构共同努力,评估了永续路面的结构性能与传统的沥青路面设计相比,该设计有三个测试段。这三个测试段位于通往安大略省伍德斯托克的401高速公路上;带有丰富底混合(RBM)的永久设计,没有RBM的永久设计以及常规设计。所有测试部分均配备了各种传感器,可监测纵向和横向应变,车轮路径下的垂直压力,路基中的含水量和路面中各层的温度。本文介绍了实验室结果以及对安装在路面上的各种沥青混合料的分析。永久测试部分。样本包括Superpave? (SP)12.5摩擦路线2,SP 19,SP 25rn和带有RBM的SP 25。进行了各种实验室测试以分析沥青的质量,然后选择这些沥青以进行一些初步的性能预测。实验室测试包括弹性模量测试和动态模量。

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