Certification
Dedication
Abstract
Acknowledgement
Table of content

Chapter ONE

General introduction
Design application
Aim and objective
Advantages of road
Reconnaissance survey
Route survey

Chapter TWO

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

Chapter THREE

Field leveling work general survey
Need for preliminary survey leveling work
Technical term used in leveling
Aim
Application of leveling
Instrument in leveling
Operation condition
Leveling of the road
Reduction of filed data
Brief description on profile and cross sectional leveling
Uses of profile plot
Leveling tabulating
Earth work computation

Chapter FOUR

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

Chapter FIVE

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