MOISTURE SUSCEPTIBILITY EVALUATION OF MODIFIED ASPHALT CONCRETE (AC-WC) MIXTURES IN DYNAMIC VISCOELASTICITY BEHAVIOR

<p align="justify">Asphalt pavement damage in Indonesia today is mostly caused by increased traffic and overloading. In addition, Indonesia is a tropical country with high rainfall in most of its regions. Combination of these factors contributes significant damage to road pavement in...

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Main Author: SURYA LAKSANA - Nim: 26915309 , ARIES
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/25759
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:25759
spelling id-itb.:257592018-09-14T13:10:07ZMOISTURE SUSCEPTIBILITY EVALUATION OF MODIFIED ASPHALT CONCRETE (AC-WC) MIXTURES IN DYNAMIC VISCOELASTICITY BEHAVIOR SURYA LAKSANA - Nim: 26915309 , ARIES Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/25759 <p align="justify">Asphalt pavement damage in Indonesia today is mostly caused by increased traffic and overloading. In addition, Indonesia is a tropical country with high rainfall in most of its regions. Combination of these factors contributes significant damage to road pavement in Indonesia. One of solutions to improve performance and improve moisture susceptibilty in pavement is to use an asphalt mixture that is modified using a polymer (Polymer Modified Asphalt). In this study, Styrene-ButadyneStyrene (SBS) was used in the Asphalt Concrete Wearing Course (AC-WC) mixture. <br /> <br /> <br /> Indirect Tensile Strength (ITS) test is considered to be the most widely used test to evaluate mosture susceptiblity of asphalt mixtures, with output parameter in the form of Indirect Tensile Strength Ratio (ITSR). In ITS test the process is to determine the ratio of indirect tensile strength of asphalt mixtures samples before and after water conditioning. Meanwhile, Dynamic Modulus test lately have been increasingly used widely, especially as the main input on Empirical-Mechanistic based pavement design. In this study, Dynamic Modulus test will be used to evaluate the moisture suscpetibility of asphalt mixtures, with output parameter in the form of Dynamic Modulus Ratio (DMR). <br /> <br /> <br /> The use of 1% SBS modified asphalt in the AC-WC mixture produced higher ITSR and DMR values than the AC-WC Pen 60/70 mixture. The ITSR values for ACWC Pen 60/70 is 85.4% and for AC-WC mod SBS is 89.5%, while the average DMR values for AC-WC Pen 60/70 is 83.4% and for AC-WC mod SBS is 90.8%. At the testing temperature of 35 ° C the AC-WC Pen 60/70 mixtures showed a significant decrease in the value of Dynamic Modulus, especially at 1 and 10 Hz loading frequencies, which were 21% and 16% respectively. The decrease is twice as large as Dynamic Modulus decrease of AC-WC mod SBS, which were 10% and 8%. <p align="justify"> <br /> text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description <p align="justify">Asphalt pavement damage in Indonesia today is mostly caused by increased traffic and overloading. In addition, Indonesia is a tropical country with high rainfall in most of its regions. Combination of these factors contributes significant damage to road pavement in Indonesia. One of solutions to improve performance and improve moisture susceptibilty in pavement is to use an asphalt mixture that is modified using a polymer (Polymer Modified Asphalt). In this study, Styrene-ButadyneStyrene (SBS) was used in the Asphalt Concrete Wearing Course (AC-WC) mixture. <br /> <br /> <br /> Indirect Tensile Strength (ITS) test is considered to be the most widely used test to evaluate mosture susceptiblity of asphalt mixtures, with output parameter in the form of Indirect Tensile Strength Ratio (ITSR). In ITS test the process is to determine the ratio of indirect tensile strength of asphalt mixtures samples before and after water conditioning. Meanwhile, Dynamic Modulus test lately have been increasingly used widely, especially as the main input on Empirical-Mechanistic based pavement design. In this study, Dynamic Modulus test will be used to evaluate the moisture suscpetibility of asphalt mixtures, with output parameter in the form of Dynamic Modulus Ratio (DMR). <br /> <br /> <br /> The use of 1% SBS modified asphalt in the AC-WC mixture produced higher ITSR and DMR values than the AC-WC Pen 60/70 mixture. The ITSR values for ACWC Pen 60/70 is 85.4% and for AC-WC mod SBS is 89.5%, while the average DMR values for AC-WC Pen 60/70 is 83.4% and for AC-WC mod SBS is 90.8%. At the testing temperature of 35 ° C the AC-WC Pen 60/70 mixtures showed a significant decrease in the value of Dynamic Modulus, especially at 1 and 10 Hz loading frequencies, which were 21% and 16% respectively. The decrease is twice as large as Dynamic Modulus decrease of AC-WC mod SBS, which were 10% and 8%. <p align="justify"> <br />
format Theses
author SURYA LAKSANA - Nim: 26915309 , ARIES
spellingShingle SURYA LAKSANA - Nim: 26915309 , ARIES
MOISTURE SUSCEPTIBILITY EVALUATION OF MODIFIED ASPHALT CONCRETE (AC-WC) MIXTURES IN DYNAMIC VISCOELASTICITY BEHAVIOR
author_facet SURYA LAKSANA - Nim: 26915309 , ARIES
author_sort SURYA LAKSANA - Nim: 26915309 , ARIES
title MOISTURE SUSCEPTIBILITY EVALUATION OF MODIFIED ASPHALT CONCRETE (AC-WC) MIXTURES IN DYNAMIC VISCOELASTICITY BEHAVIOR
title_short MOISTURE SUSCEPTIBILITY EVALUATION OF MODIFIED ASPHALT CONCRETE (AC-WC) MIXTURES IN DYNAMIC VISCOELASTICITY BEHAVIOR
title_full MOISTURE SUSCEPTIBILITY EVALUATION OF MODIFIED ASPHALT CONCRETE (AC-WC) MIXTURES IN DYNAMIC VISCOELASTICITY BEHAVIOR
title_fullStr MOISTURE SUSCEPTIBILITY EVALUATION OF MODIFIED ASPHALT CONCRETE (AC-WC) MIXTURES IN DYNAMIC VISCOELASTICITY BEHAVIOR
title_full_unstemmed MOISTURE SUSCEPTIBILITY EVALUATION OF MODIFIED ASPHALT CONCRETE (AC-WC) MIXTURES IN DYNAMIC VISCOELASTICITY BEHAVIOR
title_sort moisture susceptibility evaluation of modified asphalt concrete (ac-wc) mixtures in dynamic viscoelasticity behavior
url https://digilib.itb.ac.id/gdl/view/25759
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