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    Long-Term Aging of Crumb Rubber–Modified Bitumen: Contrasting the Effectiveness of Standard and Field-Based Extended Aging Procedures through Chemical and Rheological Characterization

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007::page 04025210-1
    Author:
    Gohar Alam
    ,
    Haider Ibrahim
    ,
    Ahmed Faheem
    DOI: 10.1061/JMCEE7.MTENG-19772
    Publisher: American Society of Civil Engineers
    Abstract: This case study investigates the long-term aging behavior of crumb rubber–modified bitumen (CRMB) under standard and extended aging conditions. Despite CRMB’s known benefits, its response to extended aging remains unclear. We compared standard and extended laboratory aging protocols, with the latter designed to better reflect real-world pavement temperatures. The research examined CRMB’s aging response considering crumb rubber gradation and blending time (30 min and 90 min) through chemical and rheological tests. Results indicate that CRMB’s enhanced performance stems from its composition and potential antioxidant effects. The aging level significantly influenced parameters such as Glover-Rowe (G-R), crossover modulus (Gc*), crossover frequency (ωc), fatigue life (Nf), and oxidation indices (IS=O, IC=O) between rolling thin-film oven (RTFO) and both pressure aging vessel (PAV) procedures. However, the variable blending time showed no significant impact. Notably, standard and extended PAV aging yielded similar results for most parameters, with only IS=O showing sensitivity to the aging level. These findings suggest that the current standard PAV aging procedure adequately simulates long-term in-service aging of CRMB, making extended PAV aging unnecessary for laboratory evaluation.
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      Long-Term Aging of Crumb Rubber–Modified Bitumen: Contrasting the Effectiveness of Standard and Field-Based Extended Aging Procedures through Chemical and Rheological Characterization

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    contributor authorGohar Alam
    contributor authorHaider Ibrahim
    contributor authorAhmed Faheem
    date accessioned2025-08-17T22:58:36Z
    date available2025-08-17T22:58:36Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19772.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307722
    description abstractThis case study investigates the long-term aging behavior of crumb rubber–modified bitumen (CRMB) under standard and extended aging conditions. Despite CRMB’s known benefits, its response to extended aging remains unclear. We compared standard and extended laboratory aging protocols, with the latter designed to better reflect real-world pavement temperatures. The research examined CRMB’s aging response considering crumb rubber gradation and blending time (30 min and 90 min) through chemical and rheological tests. Results indicate that CRMB’s enhanced performance stems from its composition and potential antioxidant effects. The aging level significantly influenced parameters such as Glover-Rowe (G-R), crossover modulus (Gc*), crossover frequency (ωc), fatigue life (Nf), and oxidation indices (IS=O, IC=O) between rolling thin-film oven (RTFO) and both pressure aging vessel (PAV) procedures. However, the variable blending time showed no significant impact. Notably, standard and extended PAV aging yielded similar results for most parameters, with only IS=O showing sensitivity to the aging level. These findings suggest that the current standard PAV aging procedure adequately simulates long-term in-service aging of CRMB, making extended PAV aging unnecessary for laboratory evaluation.
    publisherAmerican Society of Civil Engineers
    titleLong-Term Aging of Crumb Rubber–Modified Bitumen: Contrasting the Effectiveness of Standard and Field-Based Extended Aging Procedures through Chemical and Rheological Characterization
    typeJournal Article
    journal volume37
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19772
    journal fristpage04025210-1
    journal lastpage04025210-11
    page11
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007
    contenttypeFulltext
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