Approval Page
Dedication
Acknowledgement
Abstract
Table of Contents
Chapter ONE
1.1 Introduction
1.2 Literature Review
1.3 Pavement Definition
1.4 Types of Road pavement
1.5 Advantages and Disadvantages of Flexible & Rigid Pavement
1.6 Functions and Pants Pavement
1.7 Sub â“ Grade
1.8 Sub â“ Base
1.9 Base
1.10 Wearing Course
1.11 Pavement Failure
1.12 Rutting
1.13 Corrugation
1.14 Revealing
1.15 Flushing
1.16 Aligagator Cracking
1.17 Longitudinal Cracking
Chapter TWO
CAUSES OF PAVEMENT FAILURES ALONG HILLVIEW OFF ESBS ROAD
2.1 Traffic Intensity
2.2 Improper Drainage System
2.3 Unskilled Manpower
2.4 Improper Compaction
2.5 Much Clay
Effects of Pavement Failure
2.6 Accident
2.7 Maintenance Cost
Traffic Holdup
Chapter THREE
3.1 Importance of Soil Test In Pavement Design
3.2 Mechanical Analysis Test
3.3 Standard Compaction Test
3.4 Carliform Bearing Ration
3.5 Alterberg Limit Test
3.6 Liquid Limit & Plastic Limit
Chapter FOUR
Description Method and Result of Test
4.1 Compaction Test
4.2 Carliform Bearing Ratio
4.3 Mechanical Analysis Test
4.4 Alterberg Limit Test
Chapter FIVE
5.1 Improvement on the Pavement Failure
5.2 Recommendation
5.3 General Conclusion
One of the major problems facing the country is pavement failure. It is the concern of the Institute of Management and Technology (IMT) authorities to carryout a case study of pavement failure along Hillview off ESBS Road Enugu.
The investigation show that the pavement failed both structural and functionally taking into consideration.
The possible cause cure-
(a) Poor sub-grade & sub-base
(b) Lack of maintenance culture
(c) Poor drainage system
(d) Poor workmanship
(e) Inaccurate
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