Journal of Applied Sciences1812-56541812-5662Asian Network for Scientific Information10.3923/jas.2007.1333.1338DiogoJose Francisco Rufino ShubberAmmar Abbas Mohammed LinMu Han 9200779This study discusses and compares Asphalt Concrete (AC) pavement design methodologies used in China and Mozambique (based on South African Transportation and Communication Commission (SATCC) methodologies). The SATCC design methodologies use California Bearing Ratio (CBR) and catalogues methods. The South African catalogues are basically used for roads with traffic less than 30 million ESAs. The design catalogues method give small thickness than CBR and Chinese methods. The Chinese and the South African design methods give nearly the same thickness; this study concludes that these methods can be used in both countries; China and Mozambique. The results also show that the strong point of Chinese method is verifying the tensile stress and allowable displacement on the pavement calculated from computer program APDS.]]>California Department of Transportation (CDT),20042004Caputo, H.P.,19855th Edn.,pp: 438-452 (In Portuguese)pp: 438-452 (In Portuguese)Committee of State Road Authorities (CSRA),19961996Croney, D. and P. Croney,19973rd Edn.,pp: 15-33pp: 15-33David, J.M.,20022002Garber, N.J. and L.A. Hoel,19972nd End.,Huang, Y.H.,20042nd Edn.,pp: 286-329pp: 286-329Ministry of Works of the United Republic of Tanzania (MWURT),19991999Senco, W.,19803rd End.,pp: 104-119pp: 104-119South African Transportation and Communication Commission (SATCC),1998South African Transportation and Communication Commission (SATCC),2001Southeast Jiaotong University,2000Specifications for Design of Highway Asphalt Pavement-JTJ014-97,1997TRL Limited,20042004TRL Limited,20042004Xiaoming, H.,2001Yoder, E.J. and M.W. Witczak,19752nd Edn.,pp: 167pp: 167