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</p><p><strong>
Chapter ONE
</strong></p><p><strong>1.1 General Introduction</strong></p><p><strong>1.2 Reconnaissance survey</strong></p><p><strong>1.3 Geometric design</strong></p><p><strong>1.4 Factors influencing the choice of station</strong></p><p><strong>1.5 Factors which favour the selection of route or road alignment.</strong></p><p><strong>1.6 Aim and objective of the project</strong></p><p><strong>1.7 Scope of the project.</strong></p><p><strong>
Chapter TWO
</strong></p><p><strong>2.1 Brief description of the theodolite</strong></p><p><strong>2.2 Theoddolite traversing</strong></p><p><strong>2.3 Procedure for traversing</strong></p><p><strong>2.4 Traversing instruments</strong></p><p><strong>2.5 Conversion to whole circle bearing</strong></p><p><strong>
Chapter THREE
</strong></p><p><strong>3.1 Levelling</strong></p><p><strong>3.2 Longitudinal sections or profiles</strong></p><p><strong>3.3 Cross section</strong></p><p><strong>3.4 The need for sections</strong></p><p><strong>3.5 The purpose, uses and importance of leveling.</strong></p><p><strong>3.6 Instrument used in leveling</strong></p><p><strong>3.7 Terminologies used in leveling</strong></p><p><strong>3.8 Levelling procedure</strong></p><p><strong>3.9 Earth work computation</strong></p><p><strong>3.10 Volume computation</strong></p><p><strong>
Chapter FOUR
</strong></p><p><strong>4.1 Collection of samples</strong></p><p><strong>4.2 Laboratory soil test</strong></p><p><strong>4.3 Type of laboratory test carried out</strong></p><p><strong>4.4 Compaction test</strong></p><p><strong>4.5 California bearing ratio test</strong></p><p><strong>4.6 Computation of CBR test result</strong></p><p><strong>4.7 Mechanical analysis</strong></p><p><strong>4.8 Atterberg limit test</strong></p><p><strong>4.1 Liquid limit test</strong></p><p><strong>4.2 Plastic limit test</strong></p><p><strong>4.3 Pavement design</strong></p><p><strong>4.4 Function of the components of a flexible road pavement.</strong></p><p><strong>4.5 Group index method of pavement design</strong></p><p><strong>4.6 Design data using CBR method.</strong></p><p><strong>
Chapter FIVE
</strong></p><p><strong>5.1 Curves</strong></p><p><strong>5.2 Factors affecting the design of curves</strong></p><p><strong>5.3 Types of curves</strong></p><p><strong>5.4 Advantages of transition curves</strong></p><p><strong>5.5 Super elevation</strong></p><p><strong>5.6 Design of the horizontal curve</strong></p><p><strong>5.7 Criterial for the choice of the formation line.</strong></p><p><strong>5.8 Vertical curves</strong></p><p><strong>5.9 Stages of work in the actual road construction</strong></p><p><strong>5.10 Equipment used for the actual road construction</strong></p><p><strong>5.11 Recommendation</strong></p><p><strong>5.12 Conclusion.</strong></p>
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