Table of content
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
1.7 Factors Affecting Choice Of Station
THEODOLITE TRANSVERSING OF THE ROAD CONTROL
2.3 Theodorite adjustment
2.4 Procedure for theodolite traversing
2.5Materials used for the theodolte traversinging
PROJECT FIELD LEVELING WORK
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
4.1 Collection and preliminary preparation of samples
4.2 Mechanical analysis
4.3 Atterberg/consistency limit tests
4.3.1Liquid limit test
4.3.2Plastic limit test
4.4 Compaction test
4.5 The California bearing ratio (cbr) test
4.6 Pavement design using cbr
GEOMETRIC ELEMENTS DESIGN
5.1 Basic design parameters
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
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