1. Flexible Pavement................................................(2.5 Weeks) 2.1. Analysis of: Stress, Strain and Deflection in Flexible Pavement 2.1.1. One Layer System 2.1.1.1. Point loading 2.1.1.2. Circular Loading 2.1.1.3. Methods of solutions. 2.1.2. Layard Systems 2.1.2.1. Two Layers System 2.1.2.2. Three Layers System. 2.2. Equivalent Thickness Method (OdeMark’s Concept)