Answer Happy

questions: Design Asphalt Concrete mixture for medium traffic volume and according to the information in the table below. Note: show only one sample calculations, assume the others and conclude. The thickness of the specimen is 65 mm, the asphalt S.G. is 1.03, use aggregate of maximum size of 19mm and S.G of 2.65, and theoritical maximum S.G. of the mix is 2.55 at 5% binder content and 2.510 at 5.5% binder content.
Question No. 7 125 points) Design asphalt concrete mixture for medium ratio volume and according to the information in the table below. Now only one complete semnis calculators, assame the others, and conclude The thickness of the specimen is 65 mitt, the asphah 5.G. is 103. we agregate of maximum size of Sum und S.C. of 2.65, and thosretical maximum SG of the mix is 255 a 59 hinder content and 2310 at 5.5% binder content Bulk S.G Asphalt Content % by WL 45 5 55 5 2.215 2.340 2 400 2510 2 225 Flow 0.25 mm 10 13 12 17 20 Stability N 6750 7850 9250 8850 6350 6.5