1.0 INTRODUCTION
1.1 AIM OF THE PROJECT
1.2 RECONNAISSANCE SURVEY
1.3 FACTORS CONSIDERED IN RECONNAISSANCE SURVEY
1.4 GEOMETRIC DESIGN
1.5 FACTORS WHICH FAVOUR THE SELECTION OF A ROUT OR ROAD ALIGNMENT
1.6 SCOPE OF THE PROJECT
2.0 LEVELLING
2.1 EARTH WORK
2.2 SECTIONING
2.3 LONGITUDINAL SECTIONS
2.4 CROSS SECTIONS
2.5 NEED FOR SECTIONS
2.6 THE PURPOSE, USES AND IMPORTANCE OF LEVELCING
2.7 INSTRUMENT USED IN LEVELLING
2.8 TERMINOLOGIES USED IN LEVELLING
2.9 TYPES OF LEVECS
2.10 FIELD LEVELLING OPERATION
2.11 TABULATION OF LEVELLING RESULTS
2.12 EARTH WORK COMPUTATION
3.0 BRIEF DESCRIPTION OF THE THEODOLITE
3.1 THEODOLITE TRAVERSING
3.2 TRAVERSING INSTRUMENTS
3.3 FIELD TRAVERSING OPERATION
3.4 TRAVERSE RESULT / COMPUTATION
4.0 COLLECTION OF SAMPLES
4.1 LABORATORY SOIL TEST
4.2 TYPES OF LABORATORY TEST TO BE CARRIED OUT
4.3 COMPACTION TEST
4.4 CALIFORNIA BEARING RAYIO TEST
4.5 COMPUTATION OF CBR TEST RESULTS
4.6 MECHANICAL ANALYSIS
4.7 COMPUTATION OF SCEVE ANALYSIS RESULTS
4.8 AYTERBERGE LIMIT TEST
4.9 LIQUID LIMIT TEST
4.10 PLASTIC LIMIT TEST
4.11 PAVEMET DESIGN
4.12 RIGD PAVEMENT
4.13 FLEXIBLE PAVEMENT
4.14 GROUD USDEX METHOD OF MANAGEMENT DESIGN
4.15 CBR METHOD OF PAVEMENT DESIGN
4.16 DRAINAGE WORKS
5.0 CURVES
5.1 SIMPLE CURVES
5.2 COMPOUND CURVE
5.3 REVERSE CURVES
5.4 TRANSITION
5.5 FUNCTIONS OF A TRANSITION CURVE
5.6 SURPER ELEVATION
5.7 CURVE ELEMENT AND FORMULA
5.8 STAGES OF WORK IN ACTUAL ROAD CONSTRUCTION EQUIPMENT USED FOR THE ACTUAL ROAD
5.9 CONSTRUCTION
5.10 RECOMMENDATION
5.11 CONCLUSION
5.12 BIBLIOGRAPHY
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