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

Chapter ONE

<br>INTRODUCTION</b><br>1.1 &nbsp; &nbsp;Relevance of project<br>1.2 &nbsp; &nbsp;Site inspection<br>1.3 &nbsp; &nbsp;Evolution of road network in nigeria<br>1.4 &nbsp; &nbsp;Motor vehicle characteristic that affects road design data<br>1.5 &nbsp; &nbsp;Drivers and their characteristics<br>1.6 &nbsp; &nbsp;Reconnaissance survey<br>1.6.1 &nbsp; &nbsp;Chain survey<br>1.6.2 &nbsp; &nbsp;Station marking<br>1.7 &nbsp; &nbsp;Factors Affecting Choice Of Station</p><p><b>

Chapter TWO

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

Chapter THREE

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

Chapter FOUR

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

Chapter FIVE

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