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When we go to airport to do something or take plane, we will find that there are a lot of serious rut. the capital F slide northern area reconstruction project is on the construction, so we think we can pass the construction to solve this problem .we research the SMA-13 modified asphalt mixture of capital F slide northern area reconstruction project from any respects, including aggregate, filler, asphalt, fiber and anti-rutting agent, and we hope we can find the best ways to resolve it. KEYWORD: Runway; the raw materials; mixture test Pavement diseases; track 4th International Conference on Mechanical Materials and Manufacturing Engineering (MMME 2016) © 2016. The authors Published by Atlantis Press 537 Table 3. The Coarse aggregate Particle gradation mesh (mm) P(%) 10~15mm 5~10mm 3~5mm Technical requirements Test results Technical requirements Test results Technical requirements Test results 16 13.2 100 9.5 100 100 4.75 100 2.36 95~100 85.9 100 100 1.18 0~15 49.7 95~100 96.4 100 100 0.6 0~5 2 0~10 15.7 85~100 99.8 0.3 0 0~5 1.6 0~25 32.4 0.15 0 1.4 6.5 0.075 0 0 0~5 3.2 From table 3, it can be get that the 2.36mm and 1.18mm passing rate of 10~15mm, the 0.6mm passing rate of 5~10mm and the 0.3mm passing rate of 3~5mm can not meet the technical requirements. So we suggest that we should screen 10~15mm, 5~10mm and 3~5mm until the passing rate meet technical requirements. 2.2.2 Fine aggregate We use 0-3mm fine aggregate, we test their performance indicators as shown in table 4. Table 4. The Basalt FINE aggregate Particle gradation mesh (mm) P(%) Technical requirements Test results 4.75 100 100 2.36 85~100 83.2 1.18 52.8 0.6 20~50 36.7 0.3 27.3 0.15 22.9 0.075 0~15 18.5 From the results, it can be get that the 2.36mm, 0.6mm and 0.15mm passing rate of 0~3mm can not meet the technical requirements. So we suggest that We should screen 0~3mm until the passing rate meet technical requirements.

Research of AC - 20 asphalt mixture proportioning design on northern end of the capital airport F sliding