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    Evaluation of Optimized Mixing Duration in Mixes Incorporating Coarse and Fine RAP Using a Performance Space Diagram

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007::page 04025195-1
    Author:
    Aravindmanikandan R.
    ,
    E. Harshavardhan Goud
    ,
    Vishnu Radhakrishnan
    ,
    G. Bharat
    DOI: 10.1061/JMCEE7.MTENG-19479
    Publisher: American Society of Civil Engineers
    Abstract: To reduce the inherent variability in the production of mixtures containing reclaimed asphalt pavement (RAP) (referred to herein as RAP mixes), highway engineers prefer fractionated RAP material. The present study examines the performance of mixtures prepared using fractionated RAP at varying mixing times. Two sets of mixes were produced: one containing coarse RAP (19 mm–4.75 mm) and the other containing fine RAP (4.75 mm–0.3 mm). Both sets incorporated 40% RAP material and were produced at three mixing durations: 60 s, 120 s, and 180 s. To eliminate the variation in mix performance that arises due to difference in white rock gradation, an aggregate gradation within the gradation band of a surface course mix was determined through trial-and-error process. Mix performance was evaluated by conducting resilient modulus, flow number, and indirect tensile fatigue testing. During the mixing and compaction of hot recycled mixes, the aged binder in the RAP material softens and contributes to the mix’s workability, along with the virgin binder. Using this concept, the degree of RAP binder availability (DoAv) of the RAP mixes was determined to better understand the performance of the RAP mixes. At particular mixing times, the RAP binder availability estimated for fine RAP mixes was higher than the coarse RAP mixes. This led to higher resilient modulus and flow number values in fine RAP mixes compared to the coarse RAP mixes. In the fatigue test, with an increase in mixing time, both sets of RAP mixes exhibited an increase in fatigue life at lower strain levels (200 με). Considering the incorporation of fine RAP and coarse RAP material into thick bituminous layers (200 με), a performance space diagram was plotted to determine the optimal mixing time. Mixing times of >120  s for coarse RAP mixes and >60  s for fine RAP mixes are the optimized mixing times, as these mixes showed better rutting and fatigue performance than the target mix.
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      Evaluation of Optimized Mixing Duration in Mixes Incorporating Coarse and Fine RAP Using a Performance Space Diagram

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307681
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    contributor authorAravindmanikandan R.
    contributor authorE. Harshavardhan Goud
    contributor authorVishnu Radhakrishnan
    contributor authorG. Bharat
    date accessioned2025-08-17T22:56:57Z
    date available2025-08-17T22:56:57Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19479.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307681
    description abstractTo reduce the inherent variability in the production of mixtures containing reclaimed asphalt pavement (RAP) (referred to herein as RAP mixes), highway engineers prefer fractionated RAP material. The present study examines the performance of mixtures prepared using fractionated RAP at varying mixing times. Two sets of mixes were produced: one containing coarse RAP (19 mm–4.75 mm) and the other containing fine RAP (4.75 mm–0.3 mm). Both sets incorporated 40% RAP material and were produced at three mixing durations: 60 s, 120 s, and 180 s. To eliminate the variation in mix performance that arises due to difference in white rock gradation, an aggregate gradation within the gradation band of a surface course mix was determined through trial-and-error process. Mix performance was evaluated by conducting resilient modulus, flow number, and indirect tensile fatigue testing. During the mixing and compaction of hot recycled mixes, the aged binder in the RAP material softens and contributes to the mix’s workability, along with the virgin binder. Using this concept, the degree of RAP binder availability (DoAv) of the RAP mixes was determined to better understand the performance of the RAP mixes. At particular mixing times, the RAP binder availability estimated for fine RAP mixes was higher than the coarse RAP mixes. This led to higher resilient modulus and flow number values in fine RAP mixes compared to the coarse RAP mixes. In the fatigue test, with an increase in mixing time, both sets of RAP mixes exhibited an increase in fatigue life at lower strain levels (200 με). Considering the incorporation of fine RAP and coarse RAP material into thick bituminous layers (200 με), a performance space diagram was plotted to determine the optimal mixing time. Mixing times of >120  s for coarse RAP mixes and >60  s for fine RAP mixes are the optimized mixing times, as these mixes showed better rutting and fatigue performance than the target mix.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Optimized Mixing Duration in Mixes Incorporating Coarse and Fine RAP Using a Performance Space Diagram
    typeJournal Article
    journal volume37
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19479
    journal fristpage04025195-1
    journal lastpage04025195-10
    page10
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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