<p> </p><p>Approval page</p><p>Dedication</p><p>Abstract</p><p>Acknowledgement</p><p>Table of content</p><p>

Chapter ONE

</p><p>INTRODUCTION</p><p>1.1 &nbsp;Relevance of project</p><p>1.2 &nbsp;Site inspection</p><div>1.3 &nbsp;Evolution of road network in nigeria</div><p>1.4 &nbsp;Motor vehicle characteristic that affects road design data</p><p>1.6 &nbsp;Reconnaissance survey</p><p>1.6.1Chain survey</p><p>1.6.2Station marking</p><p>1.7 &nbsp;Factors Affecting Choice Of Station</p><p>

Chapter TWO

</p><p>THEODOLITE TRANSVERSING OF THE ROAD CONTROL</p><p>2.1 &nbsp;Definitions</p><p>2.2 &nbsp;Thetheodolite</p><p>2.3 &nbsp;Theodorite adjustment</p><p>2.3.1Temporary adjustment</p><p>2.3.2Permanent adjustment</p><p>2.4 &nbsp;Procedure for theodolite traversing</p><div>2.5Materials used for the theodolte traversinging</div><p>

Chapter THREE

</p><p>PROJECT FIELD LEVELING WORK</p><p>3.1 &nbsp;Leveling</p><p>3.2 &nbsp;Profile leveling</p><p>3.3 &nbsp;Cross leveling</p><p>3.4 &nbsp;Objectives of leveling</p><p>3.5 &nbsp;Instruments used in leveling</p><p>3.6 &nbsp;Temporary adjustment of leveling instrument</p><p>3.7 &nbsp;Definition of some leveling terminologies</p><p>3.8 &nbsp;Leveling book</p><p>3.9 &nbsp;Earthwork computation</p><p>3.9.1Method</p><p>

Chapter FOUR

</p><p>SOIL ANALYSIS</p><p>4.1 &nbsp;Collection and preliminary preparation of samples</p><p>4.2 &nbsp;Mechanical analysis</p><p>4.3 &nbsp;Atterberg/consistency limit tests</p><p>4.3.1Liquid limit test</p><p>4.3.2Plastic limit test</p><p>4.4 &nbsp;Compaction test</p><p>4.5 &nbsp;The California bearing ratio (cbr) test</p><p>4.6 &nbsp;Pavement design using cbr</p><p>

Chapter FIVE

</p><p>GEOMETRIC ELEMENTS DESIGN</p><p>5.1 &nbsp;Basic design parameters</p><p>5.1.1Design speed</p><p>5.1.2Gradient</p><p>5.1.3Sight distance</p><p>5.2 &nbsp;Curve design</p><p>5.3 &nbsp;Curve parameters and formula used, in designing of horizontal curves</p><p>5.4 &nbsp;Vertical curve design</p><p>5.5 &nbsp;Cross sectional elements of the road</p><p>5.6 &nbsp;Brief description on stages of work and equipment used n road constriction</p><p>5.7 &nbsp;Summary and conclusi</p> <br><p></p>