Effect of Crumb Rubber and Warm Mix Additives on Asphalt Aging, Rheological, and Failure Properties

Thesis (Master, Chemistry) -- Queen's University, 2014-01-30 11:56:43.978 Asphalt-rubber mixtures have been shown to have useful properties with respect to distresses observed in asphalt concrete pavements. The most notable change in properties is a large increase in viscosity and improved low-...

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Main Author: Agrawal, Prashant
Other Authors: Chemistry, Hesp, Simon
Format: Thesis
Language:English
Published: 2014
Subjects:
Online Access:http://hdl.handle.net/1974/8602
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author Agrawal, Prashant
author2 Chemistry
Hesp, Simon
author_facet Agrawal, Prashant
author_sort Agrawal, Prashant
collection Queen's University, Ontario: QSpace
description Thesis (Master, Chemistry) -- Queen's University, 2014-01-30 11:56:43.978 Asphalt-rubber mixtures have been shown to have useful properties with respect to distresses observed in asphalt concrete pavements. The most notable change in properties is a large increase in viscosity and improved low-temperature cracking resistance. Warm mix additives can lower production and compaction temperatures. Lower temperatures reduce harmful emissions and lower energy consumption, and thus provide environmental benefits and cut costs. In this study, the effects of crumb rubber modification on various asphalts such as California Valley, Boscan, Alaska North Slope, Laguna and Cold Lake were also studied. The materials used for warm mix modification were obtained from various commercial sources. The RAF binder was produced by Imperial Oil in their Nanticoke, Ontario, refinery on Lake Erie. A second commercial PG 52-34 (hereafter denoted as NER) was obtained/sampled during the construction of a northern Ontario MTO contract. Some regular tests such as Dynamic Shear Rheometer (DSR) and Bending Beam Rheometer (BBR), Multiple Stress Creep Recovery (MSCR) and some modified new protocols such as the extended BBR test (LS-308) and the Double-Edge Notched Tension (DENT) test (LS-299) are used to study, the effect of warm mix and a host of other additives on rheological, aging and failure properties. A comparison in the properties of RAF and NER asphalts has also been made as RAF is good quality asphalt and NER is bad quality asphalt. From the studies the effect of additives on chemical and physical hardening tendencies was found to be significant. The asphalt samples tested in this study showed a range of tendencies for chemical and physical hardening. M.Sc.
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http://hdl.handle.net/1974/8602
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spelling ftqueensuniv:oai:https://qspace.library.queensu.ca:1974/8602 2025-04-13T14:06:11+00:00 Effect of Crumb Rubber and Warm Mix Additives on Asphalt Aging, Rheological, and Failure Properties Agrawal, Prashant Chemistry Hesp, Simon 2014-01-29 23:42:35.892 application/pdf http://hdl.handle.net/1974/8602 eng eng Canadian theses http://hdl.handle.net/1974/8602 This publication is made available by the authority of the copyright owner solely for the purpose of private study and research and may not be copied or reproduced except as permitted by the copyright laws without written authority from the copyright owner. Crumb Rubber Rheology Asphalt WMA thesis 2014 ftqueensuniv 2025-03-18T06:19:34Z Thesis (Master, Chemistry) -- Queen's University, 2014-01-30 11:56:43.978 Asphalt-rubber mixtures have been shown to have useful properties with respect to distresses observed in asphalt concrete pavements. The most notable change in properties is a large increase in viscosity and improved low-temperature cracking resistance. Warm mix additives can lower production and compaction temperatures. Lower temperatures reduce harmful emissions and lower energy consumption, and thus provide environmental benefits and cut costs. In this study, the effects of crumb rubber modification on various asphalts such as California Valley, Boscan, Alaska North Slope, Laguna and Cold Lake were also studied. The materials used for warm mix modification were obtained from various commercial sources. The RAF binder was produced by Imperial Oil in their Nanticoke, Ontario, refinery on Lake Erie. A second commercial PG 52-34 (hereafter denoted as NER) was obtained/sampled during the construction of a northern Ontario MTO contract. Some regular tests such as Dynamic Shear Rheometer (DSR) and Bending Beam Rheometer (BBR), Multiple Stress Creep Recovery (MSCR) and some modified new protocols such as the extended BBR test (LS-308) and the Double-Edge Notched Tension (DENT) test (LS-299) are used to study, the effect of warm mix and a host of other additives on rheological, aging and failure properties. A comparison in the properties of RAF and NER asphalts has also been made as RAF is good quality asphalt and NER is bad quality asphalt. From the studies the effect of additives on chemical and physical hardening tendencies was found to be significant. The asphalt samples tested in this study showed a range of tendencies for chemical and physical hardening. M.Sc. Thesis Alaska North Slope north slope Alaska Queen's University, Ontario: QSpace Dent ENVELOPE(140.050,140.050,-66.649,-66.649) Ner ENVELOPE(6.622,6.622,62.612,62.612)
spellingShingle Crumb Rubber
Rheology
Asphalt
WMA
Agrawal, Prashant
Effect of Crumb Rubber and Warm Mix Additives on Asphalt Aging, Rheological, and Failure Properties
title Effect of Crumb Rubber and Warm Mix Additives on Asphalt Aging, Rheological, and Failure Properties
title_full Effect of Crumb Rubber and Warm Mix Additives on Asphalt Aging, Rheological, and Failure Properties
title_fullStr Effect of Crumb Rubber and Warm Mix Additives on Asphalt Aging, Rheological, and Failure Properties
title_full_unstemmed Effect of Crumb Rubber and Warm Mix Additives on Asphalt Aging, Rheological, and Failure Properties
title_short Effect of Crumb Rubber and Warm Mix Additives on Asphalt Aging, Rheological, and Failure Properties
title_sort effect of crumb rubber and warm mix additives on asphalt aging, rheological, and failure properties
topic Crumb Rubber
Rheology
Asphalt
WMA
topic_facet Crumb Rubber
Rheology
Asphalt
WMA
url http://hdl.handle.net/1974/8602