BASIC SOIL TEST ON SUB-GRADE SOIL MATERIAL & FLEXIBLE PAVEMENT DESIGN ON ROAD LINKING â€" UGWUAJI AND CAMPUS M, IMT; ENUGU, ENUGU STATE
By
OKECHUKWU CHUKWUMA S. CE/N2002/040
Presented To
Department of Civil Engineering
PREFACE
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.
TABLE OF CONTENTS
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
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
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