DESIGN AND CONSTRUCTION OF ROAD PAVEMENT LINKING FEDERAL SECRETARIAT INDUSTRIAL CENTRE
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ABSTRACT
This thesis on a project the writer undertook seeks to clarify the fundamental theory of the profession of road design and its associated tasks as well as to cover practical working methods. A significant amount of research on the theories and methods of road construction was undertaken in the quest to meaningfully complete this project. The overall route distance was calculated, and stations were placed with consideration for station intervisibility.
Soil analysis, gave the proper constitute of the soil which was also carried out to and in the pavement design. Therefore the pavement design of the route was abased on the results obtained from the soil analysis using the CBR method.
TABLE CONTENTS
Approval page
Dedication
Abstract
Acknowledgement
Table of content
CHAPTER ONE
INTRODUCTION
1.1 Relevance of project
1.2 Site inspection
1.3 Evolution of road network in nigeria
1.4 Motor vehicle characteristic that affects road design data
1.5 Drivers and their characteristics
1.6 Reconnaissance survey
1.6.1 Chain survey
1.6.2 Station marking
1.7 Factors Affecting Choice Of Station
CHAPTER TWO
THEODOLITE TRANSVERSING OF THE ROAD CONTROL
2.1 Definitions
2.2 Thetheodolite
2.3 Theodorite adjustment
2.3.1 Temporary adjustment
2.3.2 Permanent adjustment
2.4 Procedure for theodolite traversing
2.5 Materials used for the theodolte traversinging
CHAPTER THREE
PROJECT FIELD LEVELING WORK
3.1 Leveling
3.2 Profile leveling
3.3 Cross leveling
3.4 Objectives of leveling
3.5 Instruments used in leveling
3.6 Temporary adjustment of leveling instrument
3.7 Definition of some leveling terminologies
3.8 Leveling book
3.9 Earthwork computation
3.9.1 Method
CHAPTER FOUR
SOIL ANALYSIS
4.1 Collection and preliminary preparation of samples
4.2 Mechanical analysis
4.3 Atterberg/consistency limit tests
4.3.1 Liquid limit test
4.3.2 Plastic limit test
4.4 Compaction test
4.5 The California bearing ratio (cbr) test
4.6 Pavement design using cbr
CHAPTER FIVE
GEOMETRIC ELEMENTS DESIGN
5.1 Basic design parameters
5.1.1 Design speed
5.1.2 Gradient
5.1.3 Sight distance
5.2 Curve design
5.3 Curve parameters and formula used, in designing of horizontal curves
5.4 Vertical curve design
5.5 Cross sectional elements of the road
5.6 Brief description on stages of work and equipment used n road constriction
5.7 Summary and conclusion
Bibliography
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