TITLE PAGE
BY
---
--/H2013/01430
DEPARTMENT OF ----
SCHOOL OF ---
INSTITUTE OF ---
DECEMBER,2018
APPROVAL PAGE
This is to certify that the research work, "rehabilitation and surveying of roads" by ---, Reg. No. --/H2007/01430 submitted in partial fulfillment of the requirement award of a Higher National Diploma on --- has been approved.
By
--- . ---
Supervisor Head of Department.
Signature………………. Signature……………….
……………………………….
---
External Invigilator
DEDICATION
This project is dedicated to Almighty God for his protection, kindness, strength over my life throughout the period and also to my --- for his financial support and moral care towards me.Also to my mentor --- for her academic advice she often gives to me. May Almighty God shield them from the peril of this world and bless their entire endeavour Amen.
ACKNOWLEDGEMENT
The successful completion of this project work could not have been a reality without the encouragement of my --- and other people. My immensely appreciation goes to my humble and able supervisor mr. --- for his kindness in supervising this project.
My warmest gratitude goes to my parents for their moral, spiritual and financial support throughout my study in this institution.
My appreciation goes to some of my lecturers among whom are Mr. ---, and Dr. ---. I also recognize the support of some of the staff of --- among whom are: The General Manager, Deputy General manager, the internal Auditor Mr. --- and the ---. Finally, my appreciation goes to my elder sister ---, my lovely friends mercy ---, ---, --- and many others who were quite helpful.
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TABLE OF CONTENT
COVER PAGE
APPROVAL PAGE
DEDICATION
ACKNOWLEDGEMENT
TABLE OF CONTENT
- INTRODUCTION
- BACKGROUND OF THE STUDY
- SIGNIFICANCE
1.3.2 OBJECTIVE
1.4 PROJECT SPECIFICATIONS
1.5 SCOPE OF THE PROJECT
1.6 PERSONNEL
1.7 STUDY AREA
CHAPTER TWO
2.0 LITERATURE REVIEW
2.1 REVIEW OF THE STUDY
CHAPTER THREE
3.0 METHODOLOGY
3.1 RECONNAISSANCE
- OFFICE RECONNAISSANCE
- FIELD RECONNAISSANCE
- RECCE DIAGRAM
3.2 DATA ACQUISITION.
3.2.1 DATA SOURCES
3.2.2 EQUIPMENT USED
3.2.3 MONUMENTATION
- TEST OF INSTRUMENT
- CONTROL CHECK
- SELECTION AND MARKING OF STATIONS
- TEMPORARY ADJUSTMENT
- SYSTEM SELECTION
- TRAVERSING
CHAPTER FOUR
4.0 DATA PROCESSING AND RESULT ANALYSIS
4.1 DATA DOWNLOADING
4.2 DATA PROCESSING
4.2.1 VOLUME OF EARTHWORK
4.3 DATA ANALYSIS
4.3.1 RIGHT OF WAY
4.4 DATA PRESENTATION
4.5 INFORMATION ON THE PLAN
4.6 ABSTRACT OF RESULTS
4.7 COSTING OF PROJECT:
CHAPTER FIVE
5.0 SUMMARY AND CONCLUSION
5.1 SUMMARY
5.2. PROBLEMS ENCOUNTERED
5.2. PROBLEMS ENCOUNTERED
5.3 CONCLUSION
5.4 RECOMMENDATION
CHAPTER ONE
1.0 INTRODUCTION
1.1 BACKGROUND TO THE STUDY
Engineering Surveying is one of the branches of surveying which from the general express for any survey work carried out in connection with construction engineering and building project, it is a large scale topographical map survey which the basis for design of engineering works such as highways, railways, canals, tunnels, dams, pipelines and transmission lines.
In the word of engineering and environmental studies, surveying has been recognized as the inevitable operation been described as be the bedrock of every meaningful development. The greater part of its responsibility is seen from the various types of surveying which are all geared toward promoting route ways, convenience, accessibility and spatial declination of both natural and social environment. In addition, surveying means the activities of planning, designing, constructions, development and rehabilitation of roads, depending on the survey data required by the surveyor.
Route survey which is an aspect of engineering survey may be defined as the survey operation that is done for the establishment of the horizontal and vertical alignment of transportation facilities. It involved: planning, design and setting out of any route such as railways, highways, pipelines and canals etc. as obtained by a surveyor and it also involved the proper assessment of natural and man-made features.
In addition, this type of survey should be applied when there is need for alignment, expansion, or rehabilitation at any existing route (road) e.g. for traffic purposes. The reason is that route survey provides a plan/map that shows the alignment, details, profile and cross sectional leveling which depicts the nature of the terrain of a given strip of land which serves the purpose of location, design and construction of route networks.
Good road network is one of the basic amenities needed by human being as movement is one of the characteristics of living things. There are needs for people to move from one place to the other and transportation of goods and services. Therefore for any meaningful development in a country, good road is a must.
1.2 SIGNIFICANT OF THE PROJECT
It was discovered that the route from Oyun to olorun village moro Local government Ilorin, Kwara State, had been badly eroded and full of potholes; also, the road is found to be too narrow and needed to be extended considering the volume of traffic plying the road. Rehabilitation of this road should be carried out in other to increase its carrying capacity thereby increase the physical development and human activities therein. Due to these, certain information about the road must be acquired which calls for route survey so as to get the baseline data necessary for the road design.
The main aim of this project is:
To carry-out Route Survey of Oyun-Oloru road in Moro local government area, Ilorin, Kwara State
In actualization of the said aim of the project, the following objectives
Were followed sequentially:
- Reconnaissance which include office planning and field reconnaissance.
- Identification of existing features and adjoining roads.
- Stability of the ground controls to be use for orientation.
- Determination of centre line and marking of chainages along the centre line at an interval of 25m.
- Marking out some selected points for the cross-sectioning at intervals of 3m to the right and left on the profile and also the edges of drainage was marked.
- Leveling to determine the height of some selected points along the road.
- Detailing by the use of a total station Mato NTS352R
- Plan production (graphical representation of the surveyed road way) drawn with appropriate scale.
- Reports write up.
1.4 PROJECT SPECIFICATIONS
The following are the specification to be ascertained in the project:
- Traverse must commence on three coordinated (known) controls and closed on another set of three coordinated controls which must be confirmed undisturbed by necessary measurement (control checks).
- Third order traverse must be run along the route on all turning points at one zero observation and the angular difference from both faces should not be more than thirty seconds (30"), the angular misclosure is determined by 30"√n,
Where ‘n’ is the total number of station observed.
- Establishing traverse points by using pegs together with nails and bottle corks.
- Spirit leveling must commence on a known benchmark and closed back on another known benchmark. Formulae for its misclosure are ±24mm√k, where ‘k’ is the total distance covered in kilometers.
- Leveling must be observed at every 25m intervals on the centre line and at 5m intervals on both sides of the centre line for the cross sectioning. Edges of drainage at both sides should be heightened.
- Fixing of relevant features to enhance assessment and necessary composition for good interpretation of plan.
- Setting out curve by using deflection angle method within third other survey.
- The accuracy of the project must fall within the order of the project.
1.5 SCOPE OF THE PROJECT
The entire project covered the following:-
- Reconnaissance (both office planning and field reconnaissance).
- Data acquisition:
(a) Selection of stations.
(b) Traverse angular observation and data recording.
(c) Linear measurement with the aid of Mato NTS352R total station.
(d) Spirit leveling of traverse centre line and adjacent sides (longitudinal or profile and cross sectioning).
(e) Fixing of details by tacheometry method.
(iii)Computations to determine:
(a) Horizontal coordinates (i.e. x and y coordinates)
(b) Vertical coordinates (i.e. z coordinates) by level reduction.
(c) Setting out angles and distance for the curve.
- Data analysis i.e. comparing result obtained with the required accuracy.
- Data presentation :
- Production of horizontal alignment (i.e. plan showing existing features and the propose route).
(b) Production of longitudinal section plan
(c) Production of cross section plan
(d)Project report writing: - This involves writing of detail report in connection with entire project done in conformity with the outline given by the project supervisor.
1.6 STUDY AREA
The project site is the route from Oyun to olorun village moro Local Government area Ilorin, Kwara State. It cover approximately 3.km extent of land.
CHAPTER TWO: The chapter one of this work has been displayed above. The complete chapter two of "rehabilitation and surveying of roads" is also available. Order full work to download. Chapter two of "rehabilitation and surveying of roads" consists of the literature review. In this chapter all the related works on "rehabilitation and surveying of roads" were reviewed.
CHAPTER THREE: The complete chapter three of "rehabilitation and surveying of roads" is available. Order full work to download. Chapter three of "rehabilitation and surveying of roads" consists of the methodology. In this chapter all the method used in carrying out this work was discussed.
CHAPTER FOUR: The complete chapter four of "rehabilitation and surveying of roads" is available. Order full work to download. Chapter four of "rehabilitation and surveying of roads" consists of all the test conducted during the work and the result gotten after the whole work
CHAPTER FIVE: The complete chapter five of "rehabilitation and surveying of roads" is available. Order full work to download. Chapter five of "rehabilitation and surveying of roads" consist of conclusion, recommendation and references.
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