• Route Survey Of The Stretch Of Road From Oriawo Along Ogbomoso Road, Oyo To School Of Science, Sabo Oyo Town, Atiba Local Government Area, Oyo State

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    • 3.2      DATA ACQUISITION
      Field observations involved the acquisition of data in accordance with the specification given. The data acquired during the field measurements were distances and angles relative to the horizontal and vertical planes that is, to determine X, Y and Z coordinates of points. These are the procedures undertaken on the field.
      (i)    Test of instruments.
      (ii)    Theodolite traverse.
      (iii)    Spirit leveling.
      (iv)    The choice of scale.
      (v)    Detailing by the use of total station(ray method).
      (vi)    Curve designation and setting out.
      3.2.1    EQUIPMENT USED
      The following were the equipment used in the execution of the project.
      i.       One digital theodolite (GEOMAX - 910586) and its tripod
      ii.       One automatic level instrument and its tripod
      iii.       Two leveling staves
      iv.       One steel tape(100m)
      v.       Two foot plates
      vi.       One plumb bobs
      vii.       Field books (Both traverse and leveling field books)
      viii.       One cutlass
      ix.       One Leica (TC600-407611) total station and its tripod
      x.       One reflector
      xi.      Writing materials
      xii.      Red flag
      xiii.      Bottle cork and nails
      xiv.      Microsoft word (2010)
      xv.      AutoCAD software.
      3.2.2TEST OF INSTRUMENT
          This was done in order to ascertain the working condition of the instrument collected from the store department, the collimation errors were checked to know if any exist.

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    • ABSRACT - [ Total Page(s): 1 ]ABSTRACTTheproject was focused on the execution of route surveying for the purpose of road reconstruction from Oriawo along Ogbomosho road, Oyo to School of Science, Sabo Oyo Town. Stations were selected along the existing route at regular intervals as in the specificationsTheodolite traverse was run over stations, while levels were observed along the longitudinal and cross-sections of the traverse lines. All data were gathered with effective orientation from the controls, these were used to pro ... Continue reading---

         

      APPENDIX A - [ Total Page(s): 1 ]FEDERAL SCHOOL OF SURVEYING, OYO                                                                                                                                    FinalProject On Route Surveying                                                                                        ... Continue reading---

         

      LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLESTable 3.1: Coordinates of existing ground controls used Table 3.2 Collimation test Table 3.3: Initial control check observation.  Table 3.4: Back computation of initial control used  Closing control check observation. Back computation of initial control used Table 4.1 Sample of Horizontal angle reduction Table 4.1 Back computation of traverse pegs ... Continue reading---

         

      LIST OF FIGURES - [ Total Page(s): 1 ]LIST OF FIGUREFigure 1.1: Study Area diagram    Error! Bookmark not defined.Figure 3.1 Recce Diagram Figure 3.2: Leveling instrument set up mid-way (first set-up) Figure 3.3: Leveling instrument set up( second set up) Figure 3.4 Initial control check observations  Figure 3.6 A typical monument used Figure 3.7: Longitudinal sections leveling. Figure 3.8: Cross-sectional leveling. Fig.: 3.9 – Illustration of detailing by tachometer method ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLES OF CONTENTSTITLE PAGE CERTIFICATE CERTIFICATION DEDICATION  ACKNOWLEDGEMENTS ABSTRACT  LIST OF FIGURE LIST OF TABLES CHAPTER ONE 1.0 INTRODUCTION 1.1 BACKGROUND TO THE STUDY   1.2 STATEMENT OF PROBLEMS  1.3.0 AIM AND OBJECTIVES OF THE STUDY     1.3.1 AIM    1.3.2 OBJECTIVES  1.5 SCOPE OF THE PROJECT 1.6    PERSONNEL   1.7    STUDY AREA CHAPTER TWO   2.0    LITERATURE REVIEW  RECONNAISSANCE PRELIMINARY SURVEY  LOCATION SURVEY  OFFICE LOCATION: -  CHAPTER THREE ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 3 ]CHAPTER ONE1.0 INTRODUCTION1.1 BACKGROUND TO THE STUDYEngineering 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 recognize ... Continue reading---

         

      CHAPTER TWO - [ Total Page(s): 3 ]Traverse is a sequence of connected straight lines whose direction and distances have been measured. Traverse is also the process of connecting series of lines with known bearings and distances. It is subdivided into first order for precise measurement and second order for the establishment of secondary controls while the third order is meant for survey of tertiary and topographical features.Basak (2000) explained leveling as the art of determining the relative vertical heights of different poin ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 5 ]CHAPTER FOUR4.0      DATA PROCESSING AND RESULT ANALYSIS    This involved calculations that are based on acquired data from the field observation to determine locations, direction, height, distance and area etc. some specific formulae were employed for each data set depending on the desired end products and great degree of precision was required.4.1    FIELD BOOKS REDUCTIONS    Every field book was reduced to generate the final data set to be used in the final computation4.1.1   ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.0    SUMMARY, RECOMMENDATION AND CONCLUSION5.1     SUMMARYThe reconnaissance, which was the main planning, was carefully carried out because of its importance to good execution of any survey project or work. Having carried out the reconnaissance, six (6) second order control stations were located and used as connection along the given route. The total number of nineteen (19) stations excluding the controls where the angles and distances were determine by a closed traverse met ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCESBANNISTER AND RAYMOND (1977) Surveying: 4th Ed, Pitman Publishing Ltd, London. Pg. 205BASAK, N.N (2000): Surveying and leveling, Tata Mchraw Hill publishing company Delhi, p.173, Pp.439-444.BRINKER, R. C. AND MINICK, P. R. (1987): Elementary Surveying, 6th Edition IEP- A     Donnseley New York. Pg. 3CLARK, DAVID (1972): Pane and Geodetic surveying for Engineers, 6th edition, vol.1, London: Constable and Co. Limited, pg.144    IDEMUDIA, I.M. (2007):”Right of Way and Acquisi ... Continue reading---