多孔性瀝青混凝土(Porous Asphalt Concrete, PAC)為開放級配(Open-Graded)，石膠泥瀝青混凝土(Stone Mastic Asphalt, SMA)為跳躍級配(Gap-Graded)，兩者皆於1990年代逐漸引進台灣。本研究探討國道1號SMA及國道3號PAC鋪面績效評估，鋪面績效檢測項目包含功能性、耐久性、安全性等各項試驗，分析雨天行車事故及計算SMA層係數，並收集國道6號鋪面績效，比較新工工程和養護工程之差異。研究成果顯示PAC鋪面在通車31個月後，其功能性、耐久性和安全性良好，與國道6號新建工程比較，無顯著差異；考量氣候、交通量、和工序後，數據說明PAC足夠養護時間可發揮強度，維持PAC多孔隙特性。SMA層係數高於密級配瀝青混凝土(DGAC)，顯示SMA鋪面承載力優於傳統DGAC鋪面，建議SMA應用於重載交通之鋪面，適用於重車爬坡車道。

Porous Asphalt Concrete (PAC) is Open-Graded. Stone Mastic Asphalt (SMA) is Gap-Graded. Both were gradually introduced into Taiwan in the 1990s. This study explores the performance evaluation of SMA pavement on National Highway No. 1 and PAC pavement on National Highway No.3 performance. It test items contain functionality, durability, safety etc. Analysis of the traffic accident on the rainy days and calculate the SMA layer coefficient, collect the National Highway No. 6 pavement performance, and compare the differences between the new construction and maintenance projects. The research shows PAC pavement after the opening of 31 months. Its functionality, durability and safety are good compare with the new construction project on National Highway No. 6 have no significant difference. After considering the weather, traffic, and construction sequence, the data indicated that if PAC has enough curing time it could be strength to keep PAC porous characteristics. The SMA layer coefficient is higher than the Dense-Graded Asphalt Concrete (DGAC) layer coefficient. It shows that SMA pavement is better than the traditional DGAC pavement, recommends that SMA should be used on the pavement of heavy traffic, suitable for heavy truck climbing lane.

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