GPS/GIS IDENTIFICATION OF POTENTIAL BUS STOP LOCATIONS AND PASSENGER’S ACCESS AND EGRESS POINTS Third International Conference on Geotechnique, Construction Materials and Environment,

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     Third International Conference on Geotechnique, Construction Materials and

     Environment, Nagoya, Japan, Nov. 13-15, 2013, ISBN: 978-4-9905958-2-1 C3051

    GPS/GIS IDENTIFICATION OF POTENTIAL BUS STOP LOCATIONS

    AND PASSENGER’S ACCESS AND EGRESS POINTS 

    Syahriah Bachok  1, Zakiah Ponrohono 1, Mariana Mohamed Osman 1 Zulfadly Azizi Bohari1 

    1 Kulliyah of Architecture and Environmental Design, International Islamic University Malaysia

    ABSTRACT

    This research reports the study of identification and determination of bus stop locations and passengers boarding

    and alighting positions through the application of Global Positioning System (GPS) and Geographical

    Information System (GIS) methods. Previously, the locations of bus stop were designed without much

    consideration to the access and egress points of prospective passengers and other users. Using the case study of

     public bus operation in Kerian, Perak, a district in Malaysia, GPS method captured the locational points during

    on-board surveys while the GIS method produced the points mapping. As a result, the possible bus stop locations

    can be recorded and validated based on the passengers access and egrees points and volume patterns. This

    research aims to analyse these empirical data to estimate the possible location of new bus stops within certain

    distance ratios. From this findings, public bus operators and authorities can determine/allocate/distribute the bus

    stop locations that may reduce the waiting time.

    Keywords: GIS mapping, GPS points, Bus stop, passengers access, passengers egress

    INTRODUCTION

    This paper deals with the application and

    implementation of Geographic Information and

    Global Positioning System in the identification and

    determination of bus stop locations and passengers

     boarding and alighting positions. This research isfunded partially by the Government of Malaysia,

    State of Perak. The case study has been selected to

     be a district in Perak, a state still rapidly

    experiencing economic and social growths, to

    achieve its development mission by 2015. District of

    Kerian, Perak has a population of approximately

    180,340 people, with a density of 7 people per km².

    Figure 1: Kerian District

    District of Kerian (Figure 1) is located in the State ofPerak Darul Ridzuan. In the north are Penang and

    Kedah states. In the east and south, Kerian borders

    with Larut, Matang and Selama districts; and in the

    west is the Strait of Malacca. The uniqueness of this

    case study is that the public transport routes plies

    through the Kerian River which is the borderline of

    three states namely Penang, Kedah and Perak. There

    are eight (8) sub-districts under the administration of

    Kerian District Council: Parit Buntar, Bagan Tiang,Tanjung Piandang, Kuala Kurau, Bagan Serai,

    Beriah, Gunong Semanggol and Selinsing [13 and

    14].

    Kerian has a good road and highway network. Thenetwork stretches approximately 225.0 km and

    connects the eight sub-districts. The main north-

    south road that cuts through this district is Ipoh-

    Butterworth road. Kerian District road is accessible

    from Kampung Dew, Simpang Ampat, Changkat

    Lobak and Kuala Kurau. The major town is ParitBuntar that is located at the border of Penang and

    Kedah. As the district has a large commercializedagricultural area with ample buildings and facilities,

    Kerian contributes to Perak’s economics growth and

    capital generation, with a 5.7% GDP growth rate in

    2012 [13 and 14].

    LITERATURE REVIEW

    Transportation planning is an art and science of

    arranging the transportation infrastructure and

    facilities according to suitability and appropriateness

    of the distribution basing on the population and

    socio-demographic needs of the locality. It deals

    largely with issues and problems encountered bytransportation services, operation, infrastructure and

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    facilities, as highlighted by the contemporary

    literature.

    Public transportation system includes all multiple

    occupancy vehicles services designed to transport

     people/customers on local and regional routes andtheir sub-systems. The systems include vans, buses,

    taxis, or rails or other conveyance, privately or publicly owned, providing their services to the

     public general or segmented group of users.

    Generally, the public transportation system in

    Malaysia comprises bus, railway and taxi services

    and plays a significant role in finding solutions tothe numerous challenges. Whether it is more jobs, a

    cleaner environment, higher energy independence or

    a better quality of life, public transportation gets the

    right to be included [9, 10 and 11].

    A more sustainable future can be promoted whenmore trips are made by public transport modes as it

    will reduce the number of trips made by private

    vehicles, leading to less congestion on the roads and

    a more efficient road system. Apart from that,

    efficient public transportation services enhance

     personal opportunities, save fuel, provide economic

    opportunities, save money and reduces carbon

    footprint [5]. It will contribute towards rapid

    economic growth and healthy social development of

    a city. However, there are a number of issues

    relating to public transportation services such as the

    limitation of facilities, the use of low quality of

     public transport facilities and interchanges,inconvenience of fleet, low passenger trips and long

    waiting time [8].

    All public transport demand will relate to what the

    operators can offer to the passengers such as routefrequency, availability and affordibility.

    Additionally, the demand also depended on the

    facilities and accessibility to the bus stop [1]. A bus

    stop is the first point of contact between the

     passengers and the bus services. The spacing,

    location, design, and operation of bus stopssignificantly influence the transit system

     performance and customer satisfaction. As a basicnecessity for public bus service, the design of bus

    stop location should fulfill certain parameters such

    as distance from origin/destination point to the bus

    stop and the walking time, its physical conditionsshould be ergonomic and weather proof [1].

    The consideration of bus stops location is an

    important aspect for operational purposes as the

    strategic location of bus stop will ensure a

    comprehensive coverage and easy accessibility to all

    categories of users [7]. Bus stops should also be

    visible for users. Safety and easy access to the

    servicing buses are essential. Bus stops must fulfill

    the criteria of comfort and convenience. Moreover,

     bus stop keep passengers away from the fear of

    crime [1]. There are various issues relating to the bus stop location provided in the current public

    transportation services, [3] including that:

    I.  In certain areas, two bus stops maybe are

    closely located resulting depletion ofresources.

    II.  In other areas the bus stops are sparselysited forcing the people to walk far

    distances or to take other modes of

    transport to reach their destinations.

    III.  Some bus stop locations are found to be

    hazardous, posing danger to other vehicles

    and may also cause traffic congestion.

    One method to locate the best location of bus stop is

     by applying Geographic Information Systems (GIS).

    GIS also offers a better solution in overcoming the

    above issues. The use of GIS in determining and planning the public transport facilities particularly

     bus stop location is very common nowdays [2]. This

    approach to locate the bus stop will help in

    modelling preferred solutions to different forms of

    spatial issues [3]. In short, the review of literature

    has established the following problem statements:i.  There are inconsistent hierarchy,

    operation systems and supply-demand gaps

    of bus services in Kerian District.

    ii.  Bus stops locations and passengers’

     pick-up and drop-off points in Kerian

    District have not been clearly identified for

     policy making and implementation purposes.

    RESEARCH QUESTIONS AND OBJECTIVES

    Research questions arising from the above problem

    statements are:

    i.  What are the hierarchy, operation

    systems and supply-demand gaps of bus

    services in Kerian District?

    ii.  How best can bus stops locations and passengers’ pick-up and drop-off points in

    Kerian District be identified for policy

    making and implementation purposes?

    The objectives are:

    i.  To identify the existing of hierarchy,operation systems and supply-demand gaps

    of bus provided in Kerian District.

    ii.  To evaluate possibility of determining

     bus stops locations and passengers’ pick-up

    and drop-off points in Kerian District using

    geographical information and geo-

     positioning systems.

    In order to provide convenient bus services, some

     performance indicators such as bus operationcharacteristics were analysed to determine the

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    effectiveness of the bus service [8]. These

     performance measurements are known as levels of

    services or LOS and the variables of measurement

    are shown in the Table 1 and 2:

    Table 1: Fixed-route Service Frequency LOS

    LOSAverage

    Headway

    (min)

    Vehicle

     per hour

    Comments

    A 6Passengers do not need

    schedules

    B 10-14 5-6Frequent service, passengers

    consult schedules

    C 15-20 3-4Maximum desirable time towait if bus/train missed

    D 21-30 2Service unattractive to choice

    riders

    E 31-60 1Service available during thehour

    F >60

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    ii. Use of spatially referenced data

    For this study the co-ordinates/GPS points of

     passenger’s access and egress were recorded through

    the on-board survey, where the points were plotted

    on the projected map using GIS.

    DATA FINDINGS 

    The generalization of findings from this study is

    subject to the data collected according to the specific

    time and routes. Survey was conducted during the

     both peak and off-peak of public transport services.

    Travel Time, Schedule, Fare and Regularity of

    Bus Service for Inter-city and Intra-city

    Bus services in Kerian district offered both intra-city

    and inter-city services that can be accessed by thecase study population. The inter-city bus services to

    Kuala Lumpur, Johor, Singapore, and Pulau Pinang

    were offered by the express bus operators. The intra-

    city bus routes were within the Kerian district and

    the concentration of service was within residential in

    Kuala Kurau, Tanjung Piandang and Kuala Kurau

    (Table 3) [4]. However, there was only one bus

    under one operator to cover each intra-city route. As

    such, the frequency of bus was low, i.e. one service

     per up to 45 - 70 minutes. Previously there was

    additional route to Selama but the route has been

    discontinued recently. The minimum bus fare was

    RM1.00 and the maximum bus fare was RM5.20.

    Table 3: Intra-city Bus route and frequencyRoute Number and

    Route

     No.

    of buses

    Frequency

    (min)

    Distance

    (km)

    Travel

    time(min)

    Bus services at Parit Buntar station

    A Parit

    Buntar-Taiping

    1 70 98 60

    B Parit

    Buntar-Kuala

    Kurau

    1 45 16 30

    C Parit

    Buntar-Tanjung

    Piandang

    1 45 13 30

    Bus services at Bagan Serai station

    A BaganSerai-

    Tanjung

    Piandang

    1 70 36 60

    B Bagan

    Serai-

    KualaKurau

    1 70 44 60

    Existing Bus Condition and Ticketing System

    Observation on the existing bus condition showedthat buses were not equipped with air conditioning

    system and some of the bused needed to be

    upgraded. The buses also used the ring button

    system that was located at the bottom of passengers’

    seats. The system was not universally designed to

    cater for physical disability users. Bus conductors

    and paper tickets were the operational systems

    applied by Red Omnibus Sdn. Bhd, which was thesole intra-city bus service operator. The fare rate was

    calculated based on the distance and interval time.

    Terminal and Bus Stop

    Kerian District has two bus stations: Hentian Raya

    Parit Buntar and Hentian Raya Bagan Serai. Thestation design was a sheltered ground floor building

    with the waiting seats at each route’s bus bay. Both

    of the bus station buildings were of two levels with

    the upper level providing the public toilets and

     prayer room facilities. The ground level has the

    ticket counters placed facing the bus bays. Thelocation of bus station was in the middle of town

    center and it was easy to access with ample size of

    road width for buses to reverse or manouver. Bus

    stations’ main entrance were diverted from the main

    road of the town centre and managed to avoid the

    traffic flow conflicts at the main access point.However, there was no specific bus layover

     provided in Kerian bus stations.

    The bus stops were provided along the Kerian main

    road with no specific standard design. Each of the

     bus stop were of different types of shelter and size.

    Some of the bus stops were not equipped withseating facilities and there was no loading and

    unloading kerb for passengers. Most of the bus stops

    were not provided with proper lighting or public

     phones. Additionally, from the secondary sources

    and observation conducted, the buses services wereonly till 7.00pm and most passengers embarked and

    disembarked at door-to-door points along the main

    road of the routes.

    Bus Route, Bus Stop Locations and Passengers’

    Access and Egress Points

    Three major bus service routes (Figures 2, 3 and 4) provided by the Red Omnibus Sdn. Bhd were

    selected as the case study. The data recorded was

     presented in the GIS route map with attached the

    attributes of GPS data table. There were five possible points along route 3 to be proposed as bus

    stop locations. Along route 5, there were 7 points

    identified as potential locations for future bus stops.

    For route 8, there were 15 points of possible bus stop

    locations, determined using the number of

     passengers accessing and egressing.

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    Figure 2: Route 3 Bagan Serai – Kuala Kurau

    Passengers’ Drop Off Points Map.

    Figure 3: Route 5 Parit Buntar-Tanjung Piandang

    Passengers’ Drop Off Points Map.

    Figure 4: Route 8 Parit Buntar-Taiping Passengers’

    Drop Off Points Map.

    SUMMARY OF FINDINGS

    Overall findings showed that the Kerian District

    needed better bus services operations. The

    dependency on the future demand of public

    transportation service in the district was still highwith 68% of respondents expressing their

    willingness to use public bus at least 3 days per

    week. It is recommended that the local authority and

    state government to provide an allocation to upgrade

    and enhance the public transport service and its

    facilities to sustain the mobility of Kerian District’s

     people in economic and other daily activities. Levelof Service (LOS) of public transport service analysis

    was very important in determining the efficiency and

    the quality of current service provided. The LOS is a

    factor that influences the future demand on public

    transport services. Table 4 shows the LOS matrix.

    Table 4: Matrix of LOS for Public Transport

    Services in KerianMark

    Criteria

    Bus Service Taxi

    Service

    Train

    Service

       R   3

       R   5

       R   8

       S   t  a   t   i  o  n   1

       S   t  a   t   i  o  n   2

       S   t  a   t   i  o  n   B  a  g  a  n

       S  e  r  a   i

       S   t  a   t   i  o  n   P  a  r   i   t

       B  u  n   t  a  r

    Fixed-route Service

    Frequency LOSA A C - - D D

    Fixed-route Hour of

    Service LOSD D C - - A A

    LOS Scheme for

    transit speedD E E - - - -

    Passengers Loading

    LOS Thresholds(Off-peak)

    A A C A A - -

    Service Frequency

    LOS Thresholds(Off-peak)

    E E E A A - -

    Source: Kerian Bus Services Surveys, November 2012.

    DISCUSSION AND CONCLUSION

    The points where high number of passengers were

    dropped off can represent the possible suitable

    locations to designate a bus stop. However, therewere some issues arising during the stage of plotting

    the GPS points into GIS maps. Some maps showed

    errors in alignment of their north points. This may

     be due to the GPS readings being recorded on

    moving buses and determination of points was

    influenced by the satellite connectivity in cloudy

    areas. The level of accuracy of the GPS points were

    accepted, with 90% from the points recorded being

    able to be plotted into the maps. Those errors in GPS

     points were eliminated to avoid inconsistency and

    can be represented using the nearby points where the

    east points were referred. Even though the GPS

     points were accepted, there was a 5% to 10%

    inaccuracy of actual points on the ground. As a

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    result, a mapped GPS points in GIS application can

    model the overview of bus routes and passengers’

    access and egress points for the purpose of

    determining possible areas to locate bus stop

    facilities.

    In general, the overall bus service in Kerian has

    many areas to be improved based on the passengers’ perception of overall bus service, trip frequency, bus

    condition, bus punctuality, bus efficiency and

    effectiveness. Based on the responses obtained from

    the survey, it can be concluded that:

    i.  Route 3 from the station to Kuala Kurau

    respondents needed more frequent bus trips

    with at least 30 minutes interval for waiting

    time. 13 respondents had chosen the 30

    minutes interval, 4 respondents preferred

    the 20 minutes interval and 19 respondentsselected the 15 minutes interval.

    ii.  All respondents of the three routes

    agreed to pay higher fares if services were

    upgraded with comfortable bus interiors

    with air conditioning system.

    ACKNOWLEDGEMENTS

    This research was funded by Institute Darul Ridzuan

    (IDR)  http://www.idrperak.com  . The authors wish

    to thank IDR for funding this research.

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