本研究將傳統瀝青和回收改質瀝青混凝土 (RMAP) 以實驗室拌和產製再生改質瀝青混凝土 (RMAC)，建立可用比例 (AR) 方法，採用重複應力潛變恢復試驗 (MSCR) 分析新鮮瀝青與老化瀝青的混拌效果，以此決定最佳瀝青用量，作為再生改質瀝青混凝土 (RMAC) 配合設計之依據。研究結果說明RMAP含量的增加，可用比例也將隨之提升，老化瀝青的活化比例愈高。將AC-10、改質瀝青 (SBS_S) 經過不同溫度、時間的滾動薄膜烘箱 (RTFOT) 老化後，藉由黏度、針入度、軟化點、彈性回復率、傅立葉轉換紅外光譜 (FTIR) 和黏彈性試驗，評估瀝青老化後的物性與化性，同時以反射式光學顯微鏡評估微觀型態，結果顯示瀝青老化後將提升勁度，RTFOT後的SBS_S呈絲狀交聯的聚合物連續相，初期老化後則開始出現部分降解、交聯結構破壞的情形。SBS_S溶於甲苯後，改質劑SBS發生膨潤現象將軟化改質劑且降低勁度和硬度，但不影響化學結構和彈性性能，根據交叉比對的結果顯示，混合料經製程老化後，導致SBS機械和光氧降解，短期老化後則降解趨緩。另外，再生改質瀝青 (RMA) 的改質劑降解情形不明顯，說明40%以上RMAP的RMA仍保有彈性體改質瀝青的工程性質。

In this study, the conventional binder and Reclaimed Modified Asphalt Pavement (RMAP) were mixed in the laboratory to produce Recycled Modified Asphalt Concrete (RMAC). Available Ratio (AR) method was established as the blending effect between virgin asphalt and aging binder from RMAP, which served as the basis for the design of recycled modified asphalt concrete (RMAC). Additionally, Optimum Asphalt Content (OAC) was determined by using the Multiple Stress Creep Recovery Test (MSCR). The results of the study indicated that the value of AR becomes larger as the content of RMAP increased, which means that more aging binder was activated. In addition, AC-10 and SBS_S polymer modified asphalt and were aged in a Rolling Thin-Film Oven Test (RTFOT) at different temperatures and times. The binder tests were divided into four parts: physical properties, rheology property, chemical properties included Fourier Transform Infrared Spectroscopy (FTIR), and microstructure for the binder tests. The results showed that the stiffness increased after aging. SBS_S after RTFOT was a polymer-continuous phase of filamentous cross-linked. After aging, partial degradation and destruction of the cross-linked structure began to occur. The imbibition phenomenon of the modifier SBS will soften the modifier as soon as SBS_S was dissolved in toluene, but it did not affect the chemical structure and elastic properties. Moreover, the degradation of the modifier of Recycled-Modified Asphalt (RMA) was not obvious. When RMAC contained more than 40% RMAP, its RMA still retained the engineering properties of elastomer modified asphalt.

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