Evaluation of PCU factors for two lane sub-urban roads

Abstract

Passenger Car Unit (PCU) or Passenger Car Equivalent (PCE) is defined as the number of passenger cars displaced in the traffic flow by any other vehicle mode under the existing roadway and traffic conditions. PCU value is used to convert non-uniformity of all vehicle modes into common unit and is used to define the capacity of the road. Nature of the traffic on developing countries like Sri Lanka is heterogeneous with wide variation in physical dimensions, weight and dynamic characteristics. Furthermore the operating characteristics of the road users and the roadway environment also vary. PCU factors used at present in Sri Lanka have not been reviewed to reflect the present vehicle characteristics, road geometric and surface conditions. Traffic data were collected using video filming technique to record vehicles in both directions for 2-3 hours during different phases of weekdays on sub-urban two way two lane road segments. Study locations were selected based on uniformity of road characteristics and non-obstruction sections to traffic due to bus stops, intersections etc. In this study PCU factors are derived using method proposed by Chandra et al (1995). According to Chandra, PCU factors for different vehicles under mixed traffic condition is directly proportional to the speed ratio and inversely proportional to the space occupancy ratio with respect to the standard design vehicle i.e. a car. 𝑃𝐶𝑈𝑖=𝑉𝑐/𝑉𝑖𝐴𝑐/𝐴𝑖 𝑉𝑐 – Speed of car 𝐴𝑐 – Projected rectangular area of a car 𝑉𝑖–Speed of ith type vehicle 𝐴𝑖–Projected rectangular area of ith type vehicle The main findings of the study give the PCU factors for 10 vehicle categories. PCU values are similar in current study and existing literature for ‘Van’ and ‘Medium Commercial Vehicle’ categories. PCU values for above two types are 1.17 and 2.06 respectively. But other categories show a significant variation. The new PCU value for ‘Motorcycle’ and ‘Three wheeler’ are 0.2 and 0.53 respectively while the existing values for those two categories are 0.5 and 0.75 respectively. This study gives PCU 2.14 for ‘Medium Bus’ and 3.40 for ‘Large Bus’. But the existing values for above two classifications are 1.6 and 2.4 respectively. The new PCU value for ‘Small Commercial Vehicles’ and ‘Large Commercial Vehicles’ are 0.98 and 3.34 respectively while the existing values for those two categories are 1.5 and 3.8 respectively. PCU value for the new vehicle category called ‘Passenger Car (Small)’ is 0.75. Derived PCU factors can be used for the planning and design purposes of two way two lane roads in Sri Lanka. Further research could be carried out to determine PCU factors for Expressways, Multilane highways and Intersections.