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This surfacing, made up of a mixture of aggregates and hydrocarbon binder that is bitumen, is very exposed to traffic but also to" /> <title>(PDF) STUDY OF THE EFFECT OF STORAGE TIME IN THE THERMAL BATH ON THE CHARACTERISTICS OF A 0/14 BITUMINOUS MIXTURE FORMULATED ACCORDING TO THE MARSHALL STANDARD | IJESRT Journal - Academia.edu</title> <link rel="canonical" href="https://www.academia.edu/50971150/STUDY_OF_THE_EFFECT_OF_STORAGE_TIME_IN_THE_THERMAL_BATH_ON_THE_CHARACTERISTICS_OF_A_0_14_BITUMINOUS_MIXTURE_FORMULATED_ACCORDING_TO_THE_MARSHALL_STANDARD" /> <script async src="https://www.googletagmanager.com/gtag/js?id=G-5VKX33P2DS"></script> <script> window.dataLayer = window.dataLayer || []; function gtag(){dataLayer.push(arguments);} gtag('js', new Date()); gtag('config', 'G-5VKX33P2DS', { cookie_domain: 'academia.edu', send_page_view: false, }); gtag('event', 'page_view', { 'controller': "single_work", 'action': "show", 'controller_action': 'single_work#show', 'logged_in': 'false', 'edge': 'unknown', // Send nil if there is no A/B test bucket, in case some records get logged // with missing data - that way we can distinguish between the two cases. // ab_test_bucket should be of the form <ab_test_name>:<bucket> 'ab_test_bucket': null, }) </script> <script> var $controller_name = 'single_work'; var $action_name = "show"; var $rails_env = 'production'; var $app_rev = '49879c2402910372f4abc62630a427bbe033d190'; var $domain = 'academia.edu'; var $app_host = "academia.edu"; var $asset_host = "academia-assets.com"; var $start_time = new Date().getTime(); var $recaptcha_key = "6LdxlRMTAAAAADnu_zyLhLg0YF9uACwz78shpjJB"; var $recaptcha_invisible_key = "6Lf3KHUUAAAAACggoMpmGJdQDtiyrjVlvGJ6BbAj"; var $disableClientRecordHit = false; </script> <script> window.require = { config: function() { return function() {} } } </script> <script> window.Aedu = window.Aedu || {}; window.Aedu.hit_data = null; window.Aedu.serverRenderTime = new Date(1732532338000); window.Aedu.timeDifference = new Date().getTime() - 1732532338000; </script> <script type="application/ld+json">{"@context":"https://schema.org","@type":"ScholarlyArticle","abstract":"Pavements asphaltic concrete surfacing is the most common in the world, mainly because of the ride comfort it offers. This surfacing, made up of a mixture of aggregates and hydrocarbon binder that is bitumen, is very exposed to traffic but also to the immediate effects of the climate, especially temperature. Asphaltic concrete is formulated by the Marshall method in Togo, which recommends a storage time of 30 minutes in a thermal bath set at a temperature of 60 ° C. However, the continuous exposure of the surfacing to temperature can last a few minutes to a few hours depending on the season and the thermal cycle. In this study, it is verified the effect of the storage time in a thermal bath on the characteristics of a bituminous mixture of class 50/70 with a serious 0/14. For this, asphaltic concrete samples are manufactured and stored in a thermal bath set at 60° for a time ranging from 30 to 420 minutes. On each sample are determined creep and Marshall stability. It emerges from the results obtained that the characteristics of the asphaltic concrete studied are influenced by the storage time: in fact, an increase in creep and a decrease in stability are noted.","author":[{"@context":"https://schema.org","@type":"Person","name":"IJESRT Journal"}],"contributor":[],"dateCreated":"2021-08-22","dateModified":"2021-08-22","datePublished":null,"headline":"STUDY OF THE EFFECT OF STORAGE TIME IN THE THERMAL BATH ON THE CHARACTERISTICS OF A 0/14 BITUMINOUS MIXTURE FORMULATED ACCORDING TO THE MARSHALL 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"https://www.academia.edu/login?post_login_redirect_url=https%3A%2F%2Fwww.academia.edu%2F50971150%2FSTUDY_OF_THE_EFFECT_OF_STORAGE_TIME_IN_THE_THERMAL_BATH_ON_THE_CHARACTERISTICS_OF_A_0_14_BITUMINOUS_MIXTURE_FORMULATED_ACCORDING_TO_THE_MARSHALL_STANDARD%3Fshow_translation%3Dtrue"; window.loswp.previewableAttachments = [{"id":68844671,"identifier":"Attachment_68844671","shouldShowBulkDownload":false}]; window.loswp.shouldDetectTimezone = true; window.loswp.shouldShowBulkDownload = true; window.loswp.showSignupCaptcha = false window.loswp.willEdgeCache = false; window.loswp.work = {"work":{"id":50971150,"created_at":"2021-08-22T17:11:45.617-07:00","from_world_paper_id":null,"updated_at":"2021-11-18T03:10:20.744-08:00","_data":{"doi":"10.29121/ijesrt.v10.i6.2021.6","abstract":"Pavements asphaltic concrete surfacing is the most common in the world, mainly because of the ride comfort it offers. This surfacing, made up of a mixture of aggregates and hydrocarbon binder that is bitumen, is very exposed to traffic but also to the immediate effects of the climate, especially temperature. Asphaltic concrete is formulated by the Marshall method in Togo, which recommends a storage time of 30 minutes in a thermal bath set at a temperature of 60 ° C. However, the continuous exposure of the surfacing to temperature can last a few minutes to a few hours depending on the season and the thermal cycle. In this study, it is verified the effect of the storage time in a thermal bath on the characteristics of a bituminous mixture of class 50/70 with a serious 0/14. For this, asphaltic concrete samples are manufactured and stored in a thermal bath set at 60° for a time ranging from 30 to 420 minutes. On each sample are determined creep and Marshall stability. It emerges from the results obtained that the characteristics of the asphaltic concrete studied are influenced by the storage time: in fact, an increase in creep and a decrease in stability are noted."},"document_type":"paper","pre_hit_view_count_baseline":null,"quality":"high","language":"en","title":"STUDY OF THE EFFECT OF STORAGE TIME IN THE THERMAL BATH ON THE CHARACTERISTICS OF A 0/14 BITUMINOUS MIXTURE FORMULATED ACCORDING TO THE MARSHALL STANDARD","broadcastable":true,"draft":false,"has_indexable_attachment":true,"indexable":true}}["work"]; window.loswp.workCoauthors = [24507213]; window.loswp.locale = "en"; window.loswp.countryCode = "SG"; window.loswp.cwvAbTestBucket = ""; window.loswp.designVariant = "ds_vanilla"; window.loswp.fullPageMobileSutdModalVariant = "control"; window.loswp.useOptimizedScribd4genScript = false; window.loswp.appleClientId = 'edu.academia.applesignon';</script><script defer="" src="https://accounts.google.com/gsi/client"></script><div class="ds-loswp-container"><div class="ds-work-card--grid-container"><div class="ds-work-card--container js-loswp-work-card"><div class="ds-work-card--cover"><div class="ds-work-cover--wrapper"><div class="ds-work-cover--container"><button class="ds-work-cover--clickable js-swp-download-button" data-signup-modal="{"location":"swp-splash-paper-cover","attachmentId":68844671,"attachmentType":"pdf"}"><img alt="First page of “STUDY OF THE EFFECT OF STORAGE TIME IN THE THERMAL BATH ON THE CHARACTERISTICS OF A 0/14 BITUMINOUS MIXTURE FORMULATED ACCORDING TO THE MARSHALL STANDARD”" class="ds-work-cover--cover-thumbnail" src="https://0.academia-photos.com/attachment_thumbnails/68844671/mini_magick20210822-15151-19q2fgd.png?1629677535" /><img alt="PDF Icon" class="ds-work-cover--file-icon" src="//a.academia-assets.com/assets/single_work_splash/adobe.icon-574afd46eb6b03a77a153a647fb47e30546f9215c0ee6a25df597a779717f9ef.svg" /><div class="ds-work-cover--hover-container"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">download</span><p>Download Free PDF</p></div><div class="ds-work-cover--ribbon-container">Download Free PDF</div><div class="ds-work-cover--ribbon-triangle"></div></button></div></div></div><div class="ds-work-card--work-information"><h1 class="ds-work-card--work-title">STUDY OF THE EFFECT OF STORAGE TIME IN THE THERMAL BATH ON THE CHARACTERISTICS OF A 0/14 BITUMINOUS MIXTURE FORMULATED ACCORDING TO THE MARSHALL STANDARD</h1><div class="ds-work-card--work-authors ds-work-card--detail"><a class="ds-work-card--author js-wsj-grid-card-author ds2-5-body-md ds2-5-body-link" data-author-id="24507213" href="https://independent.academia.edu/IJESRTJournal"><img alt="Profile image of IJESRT Journal" class="ds-work-card--author-avatar" src="//a.academia-assets.com/images/s65_no_pic.png" />IJESRT Journal</a></div><p class="ds-work-card--work-abstract ds-work-card--detail ds2-5-body-md">Pavements asphaltic concrete surfacing is the most common in the world, mainly because of the ride comfort it offers. This surfacing, made up of a mixture of aggregates and hydrocarbon binder that is bitumen, is very exposed to traffic but also to the immediate effects of the climate, especially temperature. Asphaltic concrete is formulated by the Marshall method in Togo, which recommends a storage time of 30 minutes in a thermal bath set at a temperature of 60 ° C. However, the continuous exposure of the surfacing to temperature can last a few minutes to a few hours depending on the season and the thermal cycle. In this study, it is verified the effect of the storage time in a thermal bath on the characteristics of a bituminous mixture of class 50/70 with a serious 0/14. For this, asphaltic concrete samples are manufactured and stored in a thermal bath set at 60° for a time ranging from 30 to 420 minutes. On each sample are determined creep and Marshall stability. It emerges from the results obtained that the characteristics of the asphaltic concrete studied are influenced by the storage time: in fact, an increase in creep and a decrease in stability are noted.</p><div class="ds-work-card--button-container"><button class="ds2-5-button js-swp-download-button" data-signup-modal="{"location":"continue-reading-button--work-card","attachmentId":68844671,"attachmentType":"pdf","workUrl":"https://www.academia.edu/50971150/STUDY_OF_THE_EFFECT_OF_STORAGE_TIME_IN_THE_THERMAL_BATH_ON_THE_CHARACTERISTICS_OF_A_0_14_BITUMINOUS_MIXTURE_FORMULATED_ACCORDING_TO_THE_MARSHALL_STANDARD"}">See full PDF</button><button class="ds2-5-button ds2-5-button--secondary js-swp-download-button" data-signup-modal="{"location":"download-pdf-button--work-card","attachmentId":68844671,"attachmentType":"pdf","workUrl":"https://www.academia.edu/50971150/STUDY_OF_THE_EFFECT_OF_STORAGE_TIME_IN_THE_THERMAL_BATH_ON_THE_CHARACTERISTICS_OF_A_0_14_BITUMINOUS_MIXTURE_FORMULATED_ACCORDING_TO_THE_MARSHALL_STANDARD"}"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">download</span>Download PDF</button></div></div></div></div><div data-auto_select="false" data-client_id="331998490334-rsn3chp12mbkiqhl6e7lu2q0mlbu0f1b" data-doc_id="68844671" data-landing_url="https://www.academia.edu/50971150/STUDY_OF_THE_EFFECT_OF_STORAGE_TIME_IN_THE_THERMAL_BATH_ON_THE_CHARACTERISTICS_OF_A_0_14_BITUMINOUS_MIXTURE_FORMULATED_ACCORDING_TO_THE_MARSHALL_STANDARD" data-login_uri="https://www.academia.edu/registrations/google_one_tap" data-moment_callback="onGoogleOneTapEvent" id="g_id_onload"></div><div class="ds-top-related-works--grid-container"><div class="ds-related-content--container ds-top-related-works--container"><h2 class="ds-related-content--heading">Related papers</h2><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="0" data-entity-id="72740849" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/72740849/The_Study_of_Effects_of_the_Overheated_Bitumen_on_the_Binder_Content_and_the_Marshall_Properties_of_the_Asphalt_Concrete">The Study of Effects of the Overheated Bitumen on the Binder Content and the Marshall Properties of the Asphalt Concrete</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="16081953" href="https://independent.academia.edu/Baidya">Samir Baidya</a></div><p class="ds-related-work--metadata ds2-5-body-xs">2019</p><p class="ds-related-work--abstract ds2-5-body-sm">Road Transport is the major mode of transportation in context of Nepal due to its difficult geographical and geological terrain and also due to the need of huge cost of construction of the infrastructures for the other modes of transportation. The heating of the binder may cause oxidation and stiffening of the binder, hardening of the binder, increase of viscosity and softening temperature. It is necessary to study the influence of overheating on the properties of the bitumen and its impact of the strength of the asphalt concrete. The bitumen binder is heated at different temperatures 1850c, 1950c, 2050c, 2150c, and 2250c for 3-4 hours in an oven and mix design is prepared for each sample at respective temperatures. The study shows that the Marshall Stability value goes on decreasing at increased temperature. Similarly, the OBC and VFB increases as the bitumen becomes less viscous when heated at higher temperature and the aggregate minerals are coated thickly and more voids is fille...</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"The Study of Effects of the Overheated Bitumen on the Binder Content and the Marshall Properties of the Asphalt Concrete","attachmentId":81548775,"attachmentType":"pdf","work_url":"https://www.academia.edu/72740849/The_Study_of_Effects_of_the_Overheated_Bitumen_on_the_Binder_Content_and_the_Marshall_Properties_of_the_Asphalt_Concrete","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/72740849/The_Study_of_Effects_of_the_Overheated_Bitumen_on_the_Binder_Content_and_the_Marshall_Properties_of_the_Asphalt_Concrete"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="1" data-entity-id="7270470" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/7270470/INTERRELATION_BETWEEN_PROPERTIES_OF_BITUMEN_AND_ASPHALT_CONCRETE_CONTAINING_THAT_BITUMEN">INTERRELATION BETWEEN PROPERTIES OF BITUMEN AND ASPHALT CONCRETE CONTAINING THAT BITUMEN</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="2435008" href="https://gda.academia.edu/PiotrJasku%C5%82a">Piotr Jaskuła</a></div><p class="ds-related-work--metadata ds2-5-body-xs">2nd Euroasphalt & Eurobitume Congress, 2000</p><p class="ds-related-work--abstract ds2-5-body-sm">The paper presents an attempt to find out correlation between properties of bitumen and properties of asphalt concrete containing that bitumen. All tests were performed on dense graded asphalt concrete with identical mineral aggregate. Only type of used bitumen binder varied. Pure bitumens and modified with elastomer SBS were applied. The following properties of bitumen binders were considered: penetration, softening point, Fraas breaking temperature, ductility, penetration index, viscosity, loss after heating, shear modulus G*, phase angle . This properties were tested before and after TFOT and RTFOT. The following properties of asphalt concrete were tested: (a) resistance to rutting: static creep, dynamic creep, wheel tracking, (b) resistance to ageing: resilient modulus and indirect tensile strength before and after short term oven ageing and long term oven ageing, (c) resistance to water and frost: resilient modulus and indirect tensile strength before and after conditioning of mixes in water and after freezing and thawing cycles, (d) low temperature properties in static bending at – 20oC. The best correlated bitumen properties for each set of asphalt concrete characteristics were suggested.</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"INTERRELATION BETWEEN PROPERTIES OF BITUMEN AND ASPHALT CONCRETE CONTAINING THAT BITUMEN","attachmentId":33882325,"attachmentType":"pdf","work_url":"https://www.academia.edu/7270470/INTERRELATION_BETWEEN_PROPERTIES_OF_BITUMEN_AND_ASPHALT_CONCRETE_CONTAINING_THAT_BITUMEN","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/7270470/INTERRELATION_BETWEEN_PROPERTIES_OF_BITUMEN_AND_ASPHALT_CONCRETE_CONTAINING_THAT_BITUMEN"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="2" data-entity-id="27916286" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/27916286/Effects_of_Temperature_and_Binder_Type_on_the_Dynamic_Creep_of_Asphaltic_Concrete">Effects of Temperature and Binder Type on the Dynamic Creep of Asphaltic Concrete</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="52299082" href="https://teknologimalaysia.academia.edu/RamadhansyahPutraJaya">Ramadhansyah Putra Jaya</a></div><p class="ds-related-work--metadata ds2-5-body-xs">Modern Applied Science, 2009</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Effects of Temperature and Binder Type on the Dynamic Creep of Asphaltic Concrete","attachmentId":48209106,"attachmentType":"pdf","work_url":"https://www.academia.edu/27916286/Effects_of_Temperature_and_Binder_Type_on_the_Dynamic_Creep_of_Asphaltic_Concrete","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/27916286/Effects_of_Temperature_and_Binder_Type_on_the_Dynamic_Creep_of_Asphaltic_Concrete"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="3" data-entity-id="101241911" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/101241911/EFFECT_OF_TEMPERATURE_ON_THE_BEHAVIOUR_OF_ASPHALTIC_CONCRETE_MIXTURES_UNDER_REPEATED_Lams">EFFECT OF TEMPERATURE ON THE BEHAVIOUR OF ASPHALTIC CONCRETE MIXTURES UNDER REPEATED Lams</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="23912956" href="https://independent.academia.edu/saadElhamrawy">saad El-hamrawy</a></div><p class="ds-related-work--metadata ds2-5-body-xs">ERJ. Engineering Research Journal, 1998</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"EFFECT OF TEMPERATURE ON THE BEHAVIOUR OF ASPHALTIC CONCRETE MIXTURES UNDER REPEATED Lams","attachmentId":101836866,"attachmentType":"pdf","work_url":"https://www.academia.edu/101241911/EFFECT_OF_TEMPERATURE_ON_THE_BEHAVIOUR_OF_ASPHALTIC_CONCRETE_MIXTURES_UNDER_REPEATED_Lams","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/101241911/EFFECT_OF_TEMPERATURE_ON_THE_BEHAVIOUR_OF_ASPHALTIC_CONCRETE_MIXTURES_UNDER_REPEATED_Lams"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" translate="no">chevron_right</span></a></div></div><div class="ds-related-work--container js-wsj-grid-card" data-collection-position="4" data-entity-id="83534622" data-sort-order="default"><a class="ds-related-work--title js-wsj-grid-card-title ds2-5-body-md ds2-5-body-link" href="https://www.academia.edu/83534622/Influence_of_ageing_on_temperature_susceptibility_of_asphalt_concrete">Influence of ageing on temperature susceptibility of asphalt concrete</a><div class="ds-related-work--metadata"><a class="js-wsj-grid-card-author ds2-5-body-sm ds2-5-body-link" data-author-id="56719193" href="https://uobaghdad.academia.edu/ProfessorSaadIssaSarsam">Professor Saad Issa Sarsam</a></div><p class="ds-related-work--metadata ds2-5-body-xs">2020</p><p class="ds-related-work--abstract ds2-5-body-sm">Asphalt cement is supplied by multiple different refineries in Iraq. The wide variation in environmental condition all over the country had led the flexible pavement to practice a considerable variation in surface temperature, ranging from 15°C to more than 65°C. Ageing potential of the asphalt binder is variable. An attempt has been made in the present investigation to assess the influence of short and long term ageing on temperature susceptibility of asphalt concrete prepared by using dense graded aggregate and three types of asphalt binder obtained from Daura, Erbil, and Nasiriyah refineries located at middle, north and south regions of the country. Asphalt cement samples were subjected to the classical physical properties’ determination, stiffness modulus, penetration index, and creep stiffness. Asphalt concrete specimens of 102 mm in diameter and 63.5 mm in height were prepared using the prementioned binders and subjected to temperature susceptibility determination. It was conc...</p><div class="ds-related-work--ctas"><button class="ds2-5-text-link ds2-5-text-link--inline js-swp-download-button" data-signup-modal="{"location":"wsj-grid-card-download-pdf-modal","work_title":"Influence of ageing on temperature susceptibility of asphalt concrete","attachmentId":88846086,"attachmentType":"pdf","work_url":"https://www.academia.edu/83534622/Influence_of_ageing_on_temperature_susceptibility_of_asphalt_concrete","alternativeTracking":true}"><span class="material-symbols-outlined" style="font-size: 18px" translate="no">download</span><span class="ds2-5-text-link__content">Download free PDF</span></button><a class="ds2-5-text-link ds2-5-text-link--inline js-wsj-grid-card-view-pdf" href="https://www.academia.edu/83534622/Influence_of_ageing_on_temperature_susceptibility_of_asphalt_concrete"><span class="ds2-5-text-link__content">View PDF</span><span class="material-symbols-outlined" style="font-size: 18px" 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penelitian ini adalah untuk memberikan informasi terkini mengenai pengaruh periode curing (waktu jeda antara saat sampel selesai dibuat dengan waktu pengujian) dan faktor lingkungan (suhu dan kelembaban) terhadap kinerja dan durabilitas dari campuran beraspal. 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