02505ntm a2200397 i 4500952013500000952011100135999001700246003000800263005001700271006001900288007000300307008004100310020003200351040002300383090002600406100003900432245008400471264003400555264001200589300005600601336002100657336002100678337002500699337002300724338002300747338003000770347002400800500005300824502009000877504004000967520096501007610006701972650004402039650001102083942001302094  00102lcc40718REFa10000b10000cREFd2020-06-24l0oFKASA .I99 2019 r Bc.pT000000572r2020-10-12 00:00:00t1w2020-06-24yPSM  00102lcc4070a10000b10000d2020-06-24l0oCD12515pT000000573r2020-11-23 00:00:00t1w2020-06-24yPSM  c92328d92334MY-KuUP20251125105537.0t||||fr|||| 000 0 ta200624t20192019my a|||fram|| 000 0 eng d  aTHE0008637(Local)qhardback  aUMPbengcUMPerda  aFKASA .I99 2019 r Bc.0 aNurul Izzatul Alia Nazri,eauthor.14aThe effect of waste cooking oil in warm mix asphalt /cNurul Izzatul Alia Nazri 1aKuantan, Pahang :bUMP,c2019 4c© 2019  axi, 62 pages :billustrations ;c30 cm. +e1 CD-ROM  atext2rdacontent  atext2rdacontent  aunmediated2rdamedia  acomputer2rdamedia  avolume2rdacarrier  acomputer disc2rdacarrier  atext filebPDF2rda  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019  aIncludes bibliographical references3 aThere are many studies have been done to determine the waste material that can be used to improve resistance to rutting, permanent deformation and fatigue cracking due to binder hardening and improve adhesion of binder to aggregate. In this study, the performance of Waste Cooking Oil (WCO) as a bitumen modifier in asphalt concrete pavement was investigated. This study focuses on the addition of WCO in following order 0% as control, 3%, 4%, and 5% by the weight of bitumen. The aim of this study is to investigate the effect of WCO on the engineering properties of Asphaltic Concrete 14. The different percentage of WCO was blended into the bitumen using a high shear mixer at a constant speed of 1000 rpm for one hour at 140℃. Marshall Stability test was carried out to determine the optimum bitumen content of the mixture. The performance of the samples was evaluated through the stability and volumetric properties, resilient modulus and dynamic creep.20aFaculty of Civil Engineering and Earth ResourcesxDisertations 0aUniversities and collegesxDisertations 0aTheses  2lcccPSM