Karangasem 60/70渗透沥青集料多孔沥青特性研究

I. G. A. A. Putra
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摘要

多孔沥青是一种旨在增加路面表面摩擦系数的路面。多孔沥青起到排水的作用,使顶层的水垂直和水平排出。本研究中使用的方法是在实验室中进行不同测试的实验方法。工程阶段包括检查60/70渗透沥青,骨料测试,混合和样品制备,沥青水平分别为5%,5.5%,6%,6.5%和7%,使用2x50马歇尔压实。体积测量和马歇尔测试,以获得最佳的沥青水平。接下来的测试是cantabro测试,渗透性测试,ITS测试和最佳沥青水平的UCS测试。研究结果表明,最佳沥青料位值为6.15%,马歇尔特性值为稳定性636.32 kg(规格最小500 kg),流量4.0 mm(规格2-6 mm),马歇尔商159.15 kg/mm(规格最大500 kg)。400 kg/mm),马歇尔VIM 19.828%(规格18-25%)。在最佳沥青水平下,样品的Cantabro值为17.90%(规格最大值)。垂直渗透率为0.145 cm/sec,水平渗透率为0.152 cm/sec(规格为0.1 ~ 0.5 cm/sec), ITS值为158.88 kPa, UCS值为916.343 kPa。
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Study Characteristics of Porous Asphalt Using Aggregates from Karangasem with 60/70 Penetration Bitumen
Porous asphalt is a type of pavement designed to increase the coefficient of friction on the pavement surface. The porous asphalt functions as drainage to drain water in the top layer vertically and horizontally. The method used in this research is an experimental method by making different tests in the laboratory. Stages of works include examining the 60/70 penetration bitumen, aggregate testing, mixing, and preparation of the sample with the variation of asphalt level of 5%, 5.5%, 6%, 6.5%, and 7% with 2x50 Marshall compaction. Volumetric measurement and Marshall testing to get optimum asphalt level. The next test is the cantabro test, permeability test, ITS test, and UCS test at optimum asphalt level. As the results of this study, it was obtained that the value of the optimum asphalt level was 6.15%, the value of Marshall characteristics, namely stability 636.32 kg (specification min. 500 kg), Flow 4.0 mm (specifications 2-6 mm), Marshall Quotient 159.15 kg/mm (specification max. 400 kg/mm), and Marshall VIM 19.828% (specification of 18-25%). At the optimum asphalt level the samples gave Cantabro value of 17.90% (specification max. 20%), vertical and horizontal permeability values of 0.145 and 0.152 cm/sec (specifications 0.1-0.5 cm/sec), ITS value of 158.88 kPa, and UCS value of 916.343 kPa.
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