Investigation on the causes of pavement failure along hillview off esbs road enugu
Table Of Contents
<p> </p><div><p>Approval Page</p><p>Dedication</p><p>Acknowledgement </p><p>Abstract </p><p>Table of Contents </p><p><b>
Chapter ONE
</b></p><p><b>1.1 Introduction </b></p><p>1.2 Literature Review</p><p>1.3 Pavement Definition</p><p>1.4 Types of Road pavement </p><p>1.5 Advantages and Disadvantages of Flexible & Rigid Pavement </p><p>1.6 Functions and Pants Pavement </p><p>1.7 Sub â“ Grade</p><p>1.8 Sub â“ Base</p><p>1.9 Base</p><p>1.10 Wearing Course</p><p>1.11 Pavement Failure</p><p>1.12 Rutting </p><p>1.13 Corrugation </p><p>1.14 Revealing </p><p>1.15 Flushing</p><p>1.16 Aligagator Cracking </p><p>1.17 Longitudinal Cracking</p><p><b>Chapter TWO
</b></p><p><b>CAUSES OF PAVEMENT FAILURES ALONG HILLVIEW OFF ESBS ROAD</b></p><p>2.1 Traffic Intensity</p><p>2.2 Improper Drainage System</p><p>2.3 Unskilled Manpower </p><p>2.4 Improper Compaction </p><p>2.5 Much Clay</p><p>Effects of Pavement Failure</p><p>2.6 Accident</p><p>2.7 Maintenance Cost </p><p>Traffic Holdup </p><p><b>Chapter THREE
</b></p><p>3.1 Importance of Soil Test In Pavement Design</p><p>3.2 Mechanical Analysis Test</p><p>3.3 Standard Compaction Test</p><p>3.4 Carliform Bearing Ration</p><p>3.5 Alterberg Limit Test</p><p>3.6 Liquid Limit & Plastic Limit</p><p><b>Chapter FOUR
</b></p><p><b>Description Method and Result of Test</b></p><p>4.1 Compaction Test</p><p>4.2 Carliform Bearing Ratio</p><p>4.3 Mechanical Analysis Test</p><p>4.4 Alterberg Limit Test</p><p><b>Chapter FIVE
</b></p><p>5.1 Improvement on the Pavement Failure</p><p>5.2 Recommendation</p><p>5.3 General Conclusion </p><p></p></div><h3></h3><br> <br><p></p>Project Abstract
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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