• Determination Of Headway And Average Travel Speed Of Vehicles
    [Case study of post office-Kwara State Polytechnic permanent Site Car park Road]

  • CHAPTER TWO -- [Total Page(s) 15]

    Page 3 of 15

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    • Regulatory signs
      Regulatory or mandatory signs are meant to inform the road users of certain laws, regulations and prohibitions; the violation of these signs is legal offence The regulatory signs are classified under the following sub-heads:-
      (i)    Stop and Give-way signs
      (ii)    Prohibitory signs
      (iii)    No Parking and No Stopping signs
      (iv)    Speed Limit and Vehicle Control signs
      (v)    Restriction Ends sign
      (vi)    Compulsory Direction Control and other signs
      The stop sign is intended to stop the vehicles on a roadway; it is octagonal in shape and red in colour with a white border. This sign may be use in combination with a rectangular definition plate with the word ‘STOP ‘written in English and other languages as necessary.  The give way sign is used to control the vehicles on a road so as to assign right of way to traffic on other roadways This sign is triangular in shape with the apex downwards and white in colour with a red border, this sign may also be used in combination with a definition plate.
      Prohibitory signs are meant to prohibit certain traffic movements, use of horns or entry of certain vehicle class. These signs are circular in shape and white in colour with a red border. The common prohibitory signs are, Straight Prohibited, No Entry, One-way, Vehicles Prohibited in Both Directions, All Motor Vehicles Prohibited, Truck Prohibited, Bullock Cart and Hand Cart Prohibited, Bullock Cart Prohibited, Tonga Prohibited, Hand Cart Prohibited, Cycle Prohibited, Pedestrian Right/Left Turn Prohibited, U-Turn Prohibited, Overtaking Prohibited and Horn Prohibited.
      No parking sign is meant to prohibit parking of vehicles at that place, the definition plate may indicate the parking restriction with respect to days, distance, etc. The No Parking sign is circular in shape with a blue back ground, red border and an oblique red bar an angle of 45 degrees No Stopping/Standing sign is meant to prohibit stopping of vehicles at that place, the scope of the prohibition may be indicated on a definition plate. The No Stopping/Standing sign is circular in shape with blue background, red border and two oblique red bars at 45 degrees and right stale to each other.
      Speed Limit signs are meant to restrict the speed of all or certain classes of vehicles on a particular stretch of a road. These signs are circular in shape and have white back ground, red border and black numerals indicating the speed limit. The vehicle control sings are also similar to Speed Limit signs with black symbols instead of the numerals. The common controls are. Width limit, Height Limit, Length Limit, Load Limit and Axle Load Limit. The definition plate may be used in combination to give more details, symbolically or by words.
      Restriction Ends sign indicates the point at which all prohibitions notified by prohibitory signs for moving vehicles case to apply. These signs are also circular with a white back ground and a broad diagonal black band at 45 degrees.
      Compulsory Direction Control signs indicate by arrows, the appropriate directions in which the vehicles are obliged to proceed. These signs are circular in shape with a blue back ground and white direction arrows.
  • CHAPTER TWO -- [Total Page(s) 15]

    Page 3 of 15

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    • ABSRACT - [ Total Page(s): 1 ]ABSTRACTSince it is compulsory that people and goods move from one part of the country to the other or within particular defined regional area, the facilities used for this purpose need to be well planned, designed and constructed. Inadequate and unplanned traffic control constitute a lot of problems resulting in delay, congestion, immobility to uneasy access to transport etc. This project is to determine the headway and average travel speed of vehicles (Case study of post office- Kwara State Po ... Continue reading---

         

      LIST OF TABLES - [ Total Page(s): 1 ]LIST OF TABLESTable            Title                                     3.1     The table below shows the Analysis of Different Travel Time of Vehicles for the Determination of Their Headways.3.2    Vehicle Composition for Both Direction on Monday 1st May, 2017 at Post Office – Maraba Road.  3.3    Vehicle Composition for Both Direction on Monday 2nd May, 2017 at Post Office – Maraba Road.3.4    Vehicle composition for both Directio ... Continue reading---

         

      TABLE OF CONTENTS - [ Total Page(s): 1 ]TABLE OF CONTENTSTitle page   Declaration  Dedication  Acknowledgement     Abstract   Table of content   List of Table   CHAPTER ONE 1.0    Introduction    1.1     Statement of the Problem  1.2     Aim of the Project    1.3    Objectives of the Project   1.3          Methodology   1.4    Scope of the Project    1.5     Justification of the Project   CHAPTER TWO2.0    Literature Review   2.1    Introduction    2.2    Delay Studies ... Continue reading---

         

      CHAPTER ONE - [ Total Page(s): 2 ]CHAPTER ONE 1.0    INTRODUCTIONThe determination of headway and average travel speed on a road network cannot be over emphasized as concerns the transportation. Headway and average travel speed are among the imperative parameters to be mentioned in the consideration of traffic flow. The efficient evaluation of headway and average travel speed is important for their contribution to the effectiveness of road network functionality therefore adequate management practices are needed.Headway is a m ... Continue reading---

         

      CHAPTER THREE - [ Total Page(s): 9 ]The formular used in the data collected for traffic delay studies is given by.T=Nt/Vwhere;T=Average travel time N=Total density of trafficV=Time volume of vehicle counted.  ... Continue reading---

         

      CHAPTER FOUR - [ Total Page(s): 3 ]Average daily traffic volume for afternoon.from the table,the average traffic volume is calculated for afternoon as:- ... Continue reading---

         

      CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVECONCLUSION AND RECOMMENDATION5.1    CONCLUSION In the analysis of the result, having considered the Headway and Average time taken for vehicle to cover the distance of post office to Kwara state polytechnic permanent site road. It can be infer that the headway between different commercial vehicles traversing the road is steady due to the time interval of parking analyzed in the table. When there is high influx of people e.g students, the headway between two vehicles tends to be mi ... Continue reading---

         

      REFRENCES - [ Total Page(s): 1 ]REFERENCESA.E. Radwan, S. Kalevela Investigation of the effect of change invehicular characteristics on highway capacity and level of service, Transportation research record, transportation research board, vol. 1005, National Research Council, Washington (DC) (1985) P. 65–71Adeoti, K.A. (2012): Lecturer note on Traffic Engineering, Department of Civil Engineering. Kwara State Polytechnic, Ilorin.D.L. Harkey, H.D. Robertson, S.E. Davis Assessment of current speed zoning criteria, Transport ... Continue reading---