Design of road pavement linking federal secretariat industrial centre and mass communication department (imt campus iii) enugu

• 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 StationCHAPTER 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 traversingingCHAPTER 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   MethodCHAPTER 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 cbrCHAPTER 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