由於道路鋪面工程所使用之瀝青混凝土具可回收再利用特性，其刨除料於加工處理後，經嚴格之品質管制即可再度鋪築於道路上，而其研究成果大多顯示，使用適當RAP下，不僅能有效增加各績效表現，且更符合環保的需求。本研究採用現場之回收料作為研究材料，分析其工程性質及鋪面績效。並在不同再生瀝青混凝土添加比例0％、20％、40％、60％和80％的重量百分比下，求取其與耐久性、疲勞特性等相關性，最後將實驗所得之數據加以分析與評估，使能用於工程上之應用。
　　本研究使用AI之再生瀝青混凝土配合設計，求取所需之瀝青、粒料等性質，並以馬歇爾及SGC兩種夯壓方法製作試體，進行耐久性及疲勞性質分析。對間接張力試驗而言，再生瀝青混凝土（RAC）具有較佳之抗張效果，但不代表整體效能因此提升。在浸水剝脫試驗方面，利用SGC夯打出較高孔隙率（7±1％）之試體，並於孔隙飽和度達55～80％下，進行試驗，結果顯示RAC對抗水侵害能力產生負面之影響。由能量觀點來看，同樣也有相同的趨勢，且由能量損失分析指出，當RAP添加含量超過40％時，RAC之抗水侵害能力將明顯下降。
　　於疲勞性質方面，不論在鬆弛模數、疲勞壽命、癒合效應中皆顯示出：添加RAP對再生瀝青混凝土抵抗疲勞破壞皆無正面之幫助。且由癒合指數發現，RAP添加量達到60及80％時，其癒合效果相當不明顯，因此建議RAP添加量不宜超過40％。

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