<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE ArticleSet PUBLIC "-//NLM//DTD PubMed 2.7//EN" "https://dtd.nlm.nih.gov/ncbi/pubmed/in/PubMed.dtd">
<ArticleSet>
<Article>
<Journal>
				<PublisherName>Tarrahan Parseh Transportation Research Institute</PublisherName>
				<JournalTitle>International Journal of Transportation Engineering</JournalTitle>
				<Issn>2322-259X</Issn>
				<Volume>4</Volume>
				<Issue>2</Issue>
				<PubDate PubStatus="epublish">
					<Year>2016</Year>
					<Month>10</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Evaluating the Performance of Crumb Rubber Modified Binders used in Isfahan Province</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>97</FirstPage>
			<LastPage>107</LastPage>
			<ELocationID EIdType="pii">40535</ELocationID>
			
<ELocationID EIdType="doi">10.22119/ijte.2016.40535</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Ahmad</FirstName>
					<LastName>Goli</LastName>
<Affiliation>Assistant Professor, Department of Transportation Engineering, University of Isfahan, Isfahan, Iran</Affiliation>

</Author>
<Author>
					<FirstName>Hasan</FirstName>
					<LastName>Ziari</LastName>
<Affiliation>Professor, Department of Civil Engineering, Iran University of Science and Technology (IUST), Tehran, Iran</Affiliation>

</Author>
<Author>
					<FirstName>A.</FirstName>
					<LastName>Amini</LastName>
<Affiliation>MSc. Grad., Department of Civil Engineering, Iran University of Science and Technology (IUST), Tehran, Iran</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2014</Year>
					<Month>03</Month>
					<Day>09</Day>
				</PubDate>
			</History>
		<Abstract>The performance of asphalt binders at high and low temperatures has an important role on the rutting and cracking&lt;br /&gt;resistance of asphalt pavements. Crumb Rubber Modified (CRM) is one of the asphalt modifiers that improves asphalt&lt;br /&gt;physical and mechanical properties and helps reducing environmental pollution. In this research, three unmodified&lt;br /&gt;and six CRM modified binders were tested using the Superpave test and Performance Grading (PG) system. The Multiple&lt;br /&gt;Stress Creep and Recovery (MSCR) test was used to assess rutting resistance of rubberized binders. The study&lt;br /&gt;compared the results of this classification with the 7 performance grade binders required for specific climatic zones&lt;br /&gt;in Isfahan Province. The results show that, CRM improves asphalt’s physical and mechanical properties at service&lt;br /&gt;temperatures and decrease in the non-recoverable compliances (Jnr) in MSCR test. Moreover, CRM binder is sufficient&lt;br /&gt;for the required PGs, while based on MSCR test, it cannot fully cover the traffic level requirements in Isfahan&lt;br /&gt;Province.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">crumb rubber</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">asphalt binder</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">traffic compatibility</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">MSCR test</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Rheological properties</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">http://www.ijte.ir/article_40535_4d9d05d77cf26dc3bf32f66728a43787.pdf</ArchiveCopySource>
</Article>
</ArticleSet>
