The relevance of road to life and its activities

• <p> </p><p>Title Page</p><p>Latter Of Transmittal</p><p>Approval Page</p><p>Dedication</p><p>Acknowledgement</p><p>Abstract</p><p>Table of Contents</p><p><b>

Chapter ONE

INTRODUCTION

• </b></p><p>
• 1.1General Introduction</p><p>
• 1.2Reconnaissance survey</p><p>
• 1.3Geometric design</p><p>
• 1.4Factors influencing the choice of station</p><p>
• 1.5Factors which favour the selection of route or road alignment.</p><p>
• 1.6Aim and objective of the project</p><p>
• 1.7Scope of the project.</p><p><b>

Chapter TWO

LITERATURE REVIEW

• </b></p><p>
• 2.1Brief description of the theodolite</p><p>
• 2.2Theoddolite traversing</p><p>
• 2.3Procedure for traversing</p><p>
• 2.4Traversing instruments</p><p>
• 2.5Conversion to whole circle bearing</p><p><b>

Chapter THREE

SYSTEM DESIGN AND IMPLEMENTATION

• </b></p><p>
• 3.1Levelling</p><p>
• 3.2Longitudinal sections or profiles</p><p>
• 3.3Cross section</p><p>
• 3.4The need for sections</p><p>
• 3.5The purpose, uses and importance of leveling.</p><p>
• 3.6Instrument used in leveling</p><p>
• 3.7Terminologies used in leveling</p><p>
• 3.8Levelling procedure</p><p>
• 3.9Earth work computation</p><p>
• 3.10Volume computation</p><p><b>

Chapter FOUR

SYSTEM TESTING AND EVALUATION

• </b></p><p>
• 4.1Collection of samples</p><p>
• 4.2Laboratory soil test</p><p>
• 4.3Type of laboratory test carried out</p><p>
• 4.4Compaction test</p><p>
• 4.5California bearing ratio test</p><p>
• 4.6Computation of CBR test result</p><p>
• 4.7Mechanical analysis</p><p>
• 4.8Atterberg limit test</p><p>
• 4.9Liquid limit test</p><p>
• 4.10Plastic limit test</p><p>
• 4.11Pavement design</p><p>
• 4.12Function of the components of a flexible road pavement.</p><p>
• 4.13Group index method of pavement design</p><p>
• 4.14Design data using CBR method.</p><p><b>

Chapter FIVE

SUMMARY, CONCLUSION AND RECOMMENDATIONS

• </b></p><p>
• 5.1Curves</p><p>
• 5.2Factors affecting the design of curves</p><p>
• 5.3Types of curves</p><p>
• 5.4Advantages of transition curves</p><p>
• 5.5Super elevation</p><p>
• 5.6Design of the horizontal curve</p><p>
• 5.7Criterial for the choice of the formation line.</p><p>
• 5.8Vertical curves</p><p>
• 5.9Stages of work in the actual road construction</p><p>
• 5.10Equipment used for the actual road construction</p><p>
• 5.11Recommendation</p><p>
• 5.12Conclusion.</p><p><b>BIBLIOGRAPHY</b></p> <br><p></p>