This case study is an existing pathway or fort path linking Ugwuji and Campus 111 (IMT) for a proposed road construction by the government of Enugu State.

This project encloses the following
–    The condition of the existing sub-grade and its suitability for use as a good sub-grade soil material by processes of different lab test.
–    Using the group index method and CBR method to design a flexible pavement on the pathway under consideration.
–    The optimum moisture content (OMC) and the maximum Dry Density (MDD) which are obtained by various laboratory test with a view of applying corresponding values in the field.

Title Page
Approval Page
Certification
Dedication
Preface
Acknowledgement
Table of Contents

CHAPTER ONE
1.0    Collection of Sample and Laboratory Testing Program

CHAPTER TWO
2.0    Mechanical Analysis

CHAPTER THREE
3.0    Compacting Test

CHAPTER FOUR
4.0    Atterberg Limit Test
4.1    Liquid Limit
4.2    Plastic Limit

CHAPTER FIVE
5.0    Califorms Bearing Ration (CBR) Test

CHAPTER SIX
6.0    Analysis Conclusion and Recommendation
6.1    Flexible Pavement Design
6.2    Bibliography