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Route survey of road and pavement design (rehabilitation/modernization)

 

Table Of Contents


<p> </p><div><div><p>Certification<br>Dedication<br>Abstract<br>Acknowledgement<br>Table of content<br><b><br>

Chapter ONE

</b><br>General introduction<br>Design application<br>Aim and objective<br>Advantages of road<br>Reconnaissance survey<br>Route survey</p><p><b>

Chapter TWO

</b><br>Theodolite transversing of the road control<br>Importance of theodoversing<br>Equipment used on traversing<br>Procedure<br>Conversion of angles to bearing (whole area bearing<br>Rectangular co-ordinate</p><p><b>

Chapter THREE

</b><br>Field leveling work general survey<br>Need for preliminary survey leveling work<br>Technical term used in leveling<br>Aim<br>Application of leveling<br>Instrument in levelingâ<br>Operation conditionââ<br>Leveling of the road<br>Reduction of filed data<br>Brief description on profile and cross sectional leveling<br>Uses of profile plot<br>Leveling tabulating<br>Earth work computation</p><p><b>

Chapter FOUR

</b><br>Soil identification/laboratory test<br>Soil identification<br>Laboratory test performed in soil<br>Test to be carried out<br>Soil sampling<br>Sieve/particles size analysis<br>Aim and scope<br>Material and equipment<br>Test producers<br>Constancy limits<br>Liquid limit of soil<br>Objective and scope<br>Material and equipment<br>Test procedure<br>Plasticity index<br>Soil classification based in plasticity<br>Significance fo the study<br>Compaction<br>Objective and scope<br>Materials and equipment<br>Test procedure<br>California bearing ratio (cbr)<br>Objective scope<br>Material and equipment<br>Test procedure<br>Borrow materials for sub-base<br>Laboratory test on the borrowed materials<br>Cbr rating<br>Tabulation for mechanical analysis</p><p><b>

Chapter FIVE

</b><br>Design vehicles<br>Design speed<br>Highway capacity<br>Deign guide<br>Design period<br>Basic design element horizontal alignment<br>Vertical alignment<br>Vertical curvature<br>Standard for grade<br>Co-ordination of vertical and horizontal alignment<br>Deign of curves<br>Pavement layers<br>Pavement design<br>Design facts the engineer should know for design<br>Preparation<br>Pavement widening<br>Pavement material<br>Component pavement and their functions<br>Design of road pavement<br>Calculation of cbr value<br>Vertical and horizontal curve design<br>Design procedure<br>Services life of pavement<br>Drainage design<br>Basic policy on drainage design<br>Road side drainage channels<br>Erosion protection<br>Conclusion and recommendation<br><b>Reference</b></p><p></p></div><p></p></div><h3></h3><br> <br><p></p>

Project Abstract

The study cover a view and a detailed explanation of the modification required to be carried out on the main access road linkage of the Campus III Industrial center from federal Secretariat to Mass Communication Department of the Institution in order to update its services and functions.
The need for easing the flow of traffic on this access road shall rise, since it s a commercial center in the institution. It is required that the toad be revamped and generally upgraded. The existing road is no longer in peak condition and a result of traffic growth.
The study modification therefore involves the assessment of the roads present condition, involving carrying out side test, and surveys etc, as to what could be done and how best to enhance traffic flow.

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