- Design a three layer flexible pavement system using the CBR method, knowing that the present AADT is (4200 v/d) the heavy vehicles represent 0.03 of it. The highway lifetime and the construction period about 15 years and the growth rate is (r-0.02). The CBR values are as follows: Subgrade soil = 8%, sub-base = 15%, Base = 80%. Make use of the attached CBR curve %3D %3!

- Design a three layer flexible pavement system using the CBR method, knowing that the present AADT is (4200 v/d) the heavy vehicles represent 0.03 of it. The highway lifetime and the construction period about 15 years and the growth rate is (r-0.02). The CBR values are as follows: Subgrade soil = 8%, sub-base = 15%, Base = 80%. Make use of the attached CBR curve %3D %3!

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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