{"id":6729,"date":"2022-03-02T09:29:49","date_gmt":"2022-03-02T12:59:49","guid":{"rendered":"https:\/\/artel.engr.mun.ca\/?p=6729"},"modified":"2022-08-18T10:21:52","modified_gmt":"2022-08-18T14:21:52","slug":"swarna-s-t-hossain-k-bernier-a-2022-pavement-temperature-model-for-canadian-asphalt-binder-selection-introduction-to-the-cpt-model-road-materials-and-pavement-design-https-doi-org-10-1080-146","status":"publish","type":"post","link":"https:\/\/carleton.ca\/artel\/2022\/swarna-s-t-hossain-k-bernier-a-2022-pavement-temperature-model-for-canadian-asphalt-binder-selection-introduction-to-the-cpt-model-road-materials-and-pavement-design-https-doi-org-10-1080-146\/","title":{"rendered":"Swarna S T, Hossain K, Bernier A. (2022).Pavement Temperature Model for Canadian Asphalt Binder Selection: Introduction to The CPT Model. Road Materials and Pavement Design. https:\/\/doi.org\/10.1080\/14680629.2022.2044892"},"content":{"rendered":"<p>\t\t\t\t<strong>Abstract:<\/strong><\/p>\n<p>The selection of a climate-appropriate asphalt binder is essential in ensuring the longevity of pavement surfaces. As the selection methodology depends on the pavement&#8217;s temperature, several models predict pavement temperatures based on recorded ambient air temperatures and other related factors. A commonality between the most predominant pavement temperature models is the geographical limitations to their application. As a result, widely used models such as LTPP and SHRP do not return accurate values for more Northern temperatures, as observed in Canada. Thus, a new pavement temperature model has been developed for use across Canadian pavements. The resulting model returned satisfactory accuracy upon validation and represented a good alternative for Canadian pavement designers. Additionally, a software tool title CABS has been developed to select asphalt binders based on the predicted pavement temperatures to implement the model.<\/p>\n<p>Authors: <a href=\"https:\/\/artel.engr.mun.ca\/team_member\/surya-teja-swarna\/\">Swarna S T<\/a>, <a href=\"https:\/\/artel.engr.mun.ca\/lab-director\/\">Hossain K,<\/a> <a href=\"https:\/\/carleton.ca\/artel\/people\/alyssa-bernier\/\">Bernier A.<\/a><\/p>\n<p>Link(s) for the Paper: <a href=\"https:\/\/www.tandfonline.com\/doi\/full\/10.1080\/14680629.2022.2044892\">Journal Website <\/a>| ResearchGate\t\t<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Abstract: The selection of a climate-appropriate asphalt binder is essential in ensuring the longevity of pavement surfaces. As the selection methodology depends on the pavement&#8217;s temperature, several models predict pavement temperatures based on recorded ambient air temperatures and other related factors. A commonality between the most predominant pavement temperature models is the geographical limitations to [&hellip;]<\/p>\n","protected":false},"author":3,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_relevanssi_hide_post":"","_relevanssi_hide_content":"","_relevanssi_pin_for_all":"","_relevanssi_pin_keywords":"","_relevanssi_unpin_keywords":"","_relevanssi_related_keywords":"","_relevanssi_related_include_ids":"","_relevanssi_related_exclude_ids":"","_relevanssi_related_no_append":"","_relevanssi_related_not_related":"","_relevanssi_related_posts":"","_relevanssi_noindex_reason":"","_mi_skip_tracking":false,"_exactmetrics_sitenote_active":false,"_exactmetrics_sitenote_note":"","_exactmetrics_sitenote_category":0,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"footnotes":"","_links_to":"","_links_to_target":""},"categories":[28,27],"tags":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v21.2 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Swarna S T, Hossain K, Bernier A. (2022).Pavement Temperature Model for Canadian Asphalt Binder Selection: Introduction to The CPT Model. Road Materials and Pavement Design. https:\/\/doi.org\/10.1080\/14680629.2022.2044892 - Advanced Road and Transportation Engineering Lab<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/carleton.ca\/artel\/2022\/swarna-s-t-hossain-k-bernier-a-2022-pavement-temperature-model-for-canadian-asphalt-binder-selection-introduction-to-the-cpt-model-road-materials-and-pavement-design-https-doi-org-10-1080-146\/\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"CCMS Editor\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"1 minute\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/carleton.ca\/artel\/2022\/swarna-s-t-hossain-k-bernier-a-2022-pavement-temperature-model-for-canadian-asphalt-binder-selection-introduction-to-the-cpt-model-road-materials-and-pavement-design-https-doi-org-10-1080-146\/\",\"url\":\"https:\/\/carleton.ca\/artel\/2022\/swarna-s-t-hossain-k-bernier-a-2022-pavement-temperature-model-for-canadian-asphalt-binder-selection-introduction-to-the-cpt-model-road-materials-and-pavement-design-https-doi-org-10-1080-146\/\",\"name\":\"Swarna S T, Hossain K, Bernier A. 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(2022).Pavement Temperature Model for Canadian Asphalt Binder Selection: Introduction to The CPT Model. 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