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    Compactability and Performance of Warm-Mix Additives at Lower Than Traditional Compaction Temperatures

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012::page 04023475-1
    Author:
    Abdelrahman Ali
    ,
    SK Faisal Kabir
    ,
    Ayman Ali
    ,
    Mohamed Elshaer
    ,
    Yusuf Mehta
    ,
    Munir Nazzal
    DOI: 10.1061/JMCEE7.MTENG-16309
    Publisher: ASCE
    Abstract: This study involves using warm-mix additives (WMA) to produce binders that can aid compaction at low temperatures during cold weather paving. For this purpose, a performance grade (PG) 58-28 asphalt binder was chosen as a control and was modified with four different WMA additives (Rediset, Evotherm, Zycotherm, and Sasobit Redux). The impact of WMA additives on binder properties was evaluated using PG, linear amplitude sweep, and asphalt binder cracking device (ABCD) tests. The use of WMA additives did not have any impact on the PG of the base binder, suggesting that WMAs can be used as a compaction aid. The ABCD results also showed that WMA did not negatively impact the low-temperature properties of the base binder. In addition to binder testing, this study involved conducting laboratory testing of mixtures to determine the impact of WMAs on the volumetric properties of asphalt mixtures when compacted at lower than tradition temperatures [i.e., 127°C (260°F), 104°C (220°F), and 82°C (180°F)]. The volumetric of the control and WMA-modified mixtures were satisfied at all compaction temperatures; thus, showing the potential for WMA additives to improve the compactability of asphalt mixtures. The cracking, rutting, and moisture susceptibility of the mixtures were also evaluated using cracking, rutting, and moisture damage tests, respectively. All the modified WMA asphalt mixtures performed better in terms of rutting, Cracking and moisture susceptibility compared to the control mixtures. Based on the performance ranking of the mixtures it is found that 104°C (220°F)–127°C (260°F) can be taken as the cutoff temperatures only for PG 58-28 binder grade to compact mixture under lab-controlled temperature.
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      Compactability and Performance of Warm-Mix Additives at Lower Than Traditional Compaction Temperatures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296162
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    • Journal of Materials in Civil Engineering

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    contributor authorAbdelrahman Ali
    contributor authorSK Faisal Kabir
    contributor authorAyman Ali
    contributor authorMohamed Elshaer
    contributor authorYusuf Mehta
    contributor authorMunir Nazzal
    date accessioned2024-04-27T20:52:53Z
    date available2024-04-27T20:52:53Z
    date issued2023/12/01
    identifier other10.1061-JMCEE7.MTENG-16309.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296162
    description abstractThis study involves using warm-mix additives (WMA) to produce binders that can aid compaction at low temperatures during cold weather paving. For this purpose, a performance grade (PG) 58-28 asphalt binder was chosen as a control and was modified with four different WMA additives (Rediset, Evotherm, Zycotherm, and Sasobit Redux). The impact of WMA additives on binder properties was evaluated using PG, linear amplitude sweep, and asphalt binder cracking device (ABCD) tests. The use of WMA additives did not have any impact on the PG of the base binder, suggesting that WMAs can be used as a compaction aid. The ABCD results also showed that WMA did not negatively impact the low-temperature properties of the base binder. In addition to binder testing, this study involved conducting laboratory testing of mixtures to determine the impact of WMAs on the volumetric properties of asphalt mixtures when compacted at lower than tradition temperatures [i.e., 127°C (260°F), 104°C (220°F), and 82°C (180°F)]. The volumetric of the control and WMA-modified mixtures were satisfied at all compaction temperatures; thus, showing the potential for WMA additives to improve the compactability of asphalt mixtures. The cracking, rutting, and moisture susceptibility of the mixtures were also evaluated using cracking, rutting, and moisture damage tests, respectively. All the modified WMA asphalt mixtures performed better in terms of rutting, Cracking and moisture susceptibility compared to the control mixtures. Based on the performance ranking of the mixtures it is found that 104°C (220°F)–127°C (260°F) can be taken as the cutoff temperatures only for PG 58-28 binder grade to compact mixture under lab-controlled temperature.
    publisherASCE
    titleCompactability and Performance of Warm-Mix Additives at Lower Than Traditional Compaction Temperatures
    typeJournal Article
    journal volume35
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16309
    journal fristpage04023475-1
    journal lastpage04023475-12
    page12
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012
    contenttypeFulltext
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