EVALUATION SERVICE OF FOUR WHEEL VEHICLE PARKING AREA IN TERMINAL 1 SOEKARNO HATTA INTERNATIONAL AIRPORT TANGERANG BANTEN*

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1 EVALUATION SERVICE OF FOUR WHEEL VEHICLE PARKING AREA IN TERMINAL 1 SOEKARNO HATTA INTERNATIONAL AIRPORT TANGERANG BANTEN* Andreas Siregar Binus University, Jl. KH. Syahdan 9 Kemanggisan Jakarta Barat, , andreregar25@gmail.com Andreas Siregar, Eddy Purwanto ABSTRACT In the provision of parking facilities, parking management must be able to provide facilities that provide comfort and convenience to visitors, it is shown by the availability of parking capacity and good layout parking. The purpose of this study was to determine the characteristics, needs extensive parking and parking space through a method based on the largest difference between the arrival and departure of vehicles that conform with the peak hours of flight at research location. Based on the calculation of parking characteristics obtained the highest value of accumulated parking at 14:00 to 15:00 is 903, the highest value of the volume of the parking at 16:00 to 17:00 is 1744, the highest value of the index parking lot at 14:00-15:00, and the highest turnover of parking / parking turnover rate at 16:00 to 17:00 is Results of the parking space needs analysis based on the calculation of the parking characteristics is 1680 SRP, but parking management has provided a parking space as much as 2307 SRP, it shows that the reserved parking capacity is sufficient to accommodate the parking of vehicles at this time. Keywords : parking, parking indeks, turnover parking, parking volume PREFACE Parking is a state of not moving a vehicle that is temporary and is one part of the transportation system became a necessity for every rider. Soekarno Hatta Airport in Tangerang, Banten is one of the busiest airport in Indonesia, which is managed by PT. Angkasa Pura II (Persero). As one of the air transport infrastructure in Indonesia, Soekarno Hatta become very significant presence in support of the demand air transportation as a means of population mobility in Indonesia. Therefore it is very important to know how the condition of Soekarno Hatta Airport terminal currently associated with the characteristics and needs of extensive parking terminal. The parking area in the Soekarno Hatta International Airport determine the accessibility and mobility of vehicle users and other visitors. Ease in finding parking location and convenience to the terminals also need to be considered in the provision of land / parking area. For now extensive parking area at Terminal 1 is m 2 with a capacity to accommodate as many as cars daily parking, 1,400 motorcycles and 417 staying parked car. As for the park land area is m 2 Terminal 2 and Terminal 3 with an area of m 2. With wide parking area at Terminal 1 which is larger then the research carried out on the site to find out the existing problems in the management of the parking area at Terminal 1. RESEARCH METHODOLOGY Early research done by identifying the problems found in the study sites to study literature and through the collection of data related to the research. After collecting the data in the form of secondary data and primary data later data analysis / processing data using a method based on the difference between the arrival and departure of vehicles (parking accumulation). The data analysis will produce a characteristic accumulation of parking which includes parking, parking volume, duration of parking, parking capacity, index parking, (turnover parking), and the parking supply. Then be analyzed on-site parking space needs study based on the results of the field survey and analysis of the characteristics of the parking lot has been done. The following flow chart of the study.

2 Studi Pendahuluan Identifikasi Masalah Pengumpulan Data Studi Pustaka Data Sekunder Data Primer Analisis Data Metode Berdasarkan Selisih Antara Kedatangan dan Keberangkatan Karakteristik : Akumulasi Volume Durasi Kapasitas Indeks Pergantian Kebutuhan Ruang RESULT AND ANALYSIS Kesimpulan dan Saran Figure 1 Flowchart Research Layout Of Research Location Motor vehicle parking area at Soekarno-Hatta International Airport into one side of the ground support facilities that must be considered by the manager of the airport authority. Comfort and ease of use / access to these facilities must be obtained by a visitor to meet their needs in the use of air transport services. For the vast parking area at Terminal 1 of Soekarno-Hatta International Airport is m 2 with car parking capacity to accommodate as many as SRP for daily parking / general, for motorcycles as much as SRP, and to accommodate as many as 417 car parking stay SRP. As for the parking area at Terminal 2 is m 2 and at Terminal 3 with an area of m 2. Size and capacity of the parking area Terminal 1 will be described in the table below, as follows.

3 Table 1 Size and Capacity of Terminal 1 Parking Area Area Luas (m 2 ) Kapasitas Terminal A 19, Umum Terminal B 19, Terminal C 18, Total 57, Terminal A 2, Inap Terminal B 2, Terminal C - - Total 4, Terminal A Motor Terminal B 6, Terminal C 1, Total 8, Figure 2 Layout of Terminal 1 Soekarno Hatta International Airport Parking Layout and Parking Pattern Based on the survey results support an inventory of parking facilities parking area Terminal 1 International Airport Soekarno Hatta has two access entrance to the parking lot and two access entrances out with different models, namely the entrance and main exit separately and is not located on the road the same, while at the entrances and exits to one side and is located on the same road. The broadest measure of the entrance and main exit has the same width is 16 meters with a 4 ticket booth / checkouts that each counter has a width of 3.5 meters. While at the entrance and the exit side has a total width of 30 meters with four counters on the exit width of 16 meters and 3 counters at the entrance width of 14 meters and width of each counter is 3.5 meters. To wide circulation path at the location of the research note that the parking area using the circulation path / alley in one direction with a width of 5 meters circulation path.

4 Figure 3 Layout Of Entrance and Exit Parking Area at Terminal 1 Figure 4 Layout of Circulation Way/ Alley Area at Terminal 1 Calculation of Parking Characteristic Parking characteristics include the volume of parking, parking accumulation, the average duration of parking, parking capacity, parking index, turnover of parking and parking provision. The parking lot of the characteristics will be known to the parking problems that exist in the study area. Number of parking plots, angle parking as well as parking plot size of the study area can be determined by surveying the parking inventory at the study site. Number of parking plots, angle parking, and a parking plot size at the study site can be seen in Table 2. Table 2 Size and capacity of Terminal 1 Parking Area Area Luas (m 2 ) Kapasitas SRP Meter (m 2 ) Sudut 1 Terminal 1 A Terminal 1 B Terminal 1 C Total ,5 x 5 90 Data processing based on the results of data collection in the field survey conducted on Friday, May 29, 2015 day and hour observation for 6 hours were as follows:

5 a. Parking Volume Table 3 Result of Parking Volume Calculation Jam Kendaraan Sebelumnya (X) Kendaraan Masuk (Ei) Volume (Vp) 1 12:00-13: :00-14: :00-15: :00-16: :00-17: :00-18: Based on the calculation of the volume of parking then found the number of vehicles using parking facilities every hour. The volume of parking during the hours of observation is 16:00 to 5:00 p.m. was b. Parking Accummulation Table 4 Result of Parking Accumulation Calculation Jam Kendaraan Sebelumnya (X) Kendaraan Masuk (Ei) Kendaraan Keluar (Ex) Akumulasi (Ap) 1 12:00-13: :00-14: :00-15: :00-16: :00-17: :00-18: Total Based on the calculation analysis of parking accumulation obtained the largest number of accumulation during hours of observation is 903, it indicates that the parking capacity is still able to accommodate vehicles when compared with a parking capacity is 1213 veh / hour. The following chart parking accumulation calculation results showing the percentage of vehicles during the hours of observation.

6 Figure 5 Chart of Parking Accumulation c. Parking Duration Table 5 Result of Parking Duration Calculation Durasi Kendaraan menit > 5 menit - 10 menit > 10 menit - 15 menit > 15 menit - 30 menit > 30 menit - 60 menit jam jam jam jam jam > 6 jam 121 Total Based on the data above the parking duration can know the number of vehicles parking during the hours of observation. The duration of the highest parking at> 5 minutes - 10 minutes with the number of is 998 and the total number of cars parked during hours of observation is 4509 vehicles. The parking duration data obtained through surveys plate number matching with the lapse of time vehicles enter and exit the vehicle at the parking area.

7 d. Parking Capacity Table 6 Result of Parking Capacity Calculation Durasi Kendaraan Ruang (SRP) Rata-rata Lama (jam/kend) Kapasitas (kend/jam) menit > 5-10 menit > menit > menit > menit jam jam jam jam jam > 6 jam 121 Total Based on the analysis above calculation parking capacity is known that the maximum capability of space to accommodate the vehicle is 1213 veh / hour. e. Index Parking Table 7 Result of Index Parking Calculation Jam Ruang (SRP) Akumulasi (Ap) Indeks (Ip) 1 12:00-13: , :00-14: , :00-15: , :00-16: , :00-17: , :00-18: ,372 The amount of the highest parking index obtained from the ratio of the accumulated parking with parking spaces available. The highest index parking at 14:00 to 15:00 pm is The highest index value of parking <1 indicates that the parking facility has been available is still able to accommodate the needs of vehicle parking / does not exceed the normal capacity.

8 Figure 6 Chart of Index Parking f. Turnover Parking Table 8 Result of Turnover Parking Calculation Jam Ruang (SRP) Volume Turnover Parking (kend/jam/srp) 1 12:00-13: :00-14: :00-15: :00-16: :00-17: :00-18: Based on the above calculation of turnover parking / parking turnover is highest in the hours 4:00 p.m. to 17:00 pm is 0.76 which shows that the turnover of parking on the clock observation is still in the normal range / value of turnover of parking does not exceed 1. The following chart depicted the calculation results. Figure 7 Chart of Turnover Parking

9 g. Parking Supply Table 9 Result of Parking Supply Calculation Ruang (SRP) Rata-rata Lama (jam/kend) Lama Waktu Survei (jam) Faktor Pengurangan Pergantian Parking Supply (kend) Based on the above calculation can be seen that in the interval of 6 hours of parking capacity that can be accommodated on the site amounted to 6192 vehicles, while on the clock observation of the number of vehicles parking just 4509 vehicles which means do not exceed the capacity provided. h. Needed Parking Area Table 10 Result of Needed Parking Area Calculation Total Kendaraan Rata-rata Lama (jam/kend) Lama Waktu Survei (jam) Faktor Pengurangan Pergantian Kebutuhan Ruang From the calculation above can know the number of parking space requirements based on the results of the calculation of the number of vehicles during the observation in the amount of 1680 SRP. However, for the parking capacity has been provided by the manager is at 2307 SRP, it shows that the need for parking spaces is based on the calculation results of field observations still meet the parking capacity has been provided.

10 Table 11 Evaluation Result of Parking Characteristic No Jam Kend. Sebelum (X) Kend. Masuk (Ei) Kend. Keluar (Ex) Akumulasi (Ap) Volume (Vp) Indeks (Ip) Turnover (kend/jam/srp) 1 12:00-13: :00-14: :00-15: :00-16: :00-17: :00-18: Total Rata-rata Based on the results of the evaluation of the characteristics of the parking table above can be seen that the highest value of accumulated parking on the clock 14:00 to 3:00 p.m. is 903, the highest volume in the hour of parking is 4:00 p.m. to 5:00 p.m. is 1744, the highest value of the index is at14:00-15: 00, and the highest turnover hour parking is at 4:00 p.m. to 5:00 p.m. is CONCLUTION AND RECOMMENDATION From the research that has been done, it can be deduced as follows: 1. Based on analysis of the characteristics of the parking lot has been done through the field survey found the average value of the accumulated parking is 859, volume 1591 parking, parking index 0.372, and the value of turnover parking / parking turnover of The results of the analysis of the needs of parking spaces on-site parking characteristic of research based on the calculation that has been done is amounted to 1680 SRP, but parking management has provided parking spaces exceeding the needs of parking spaces that have been analyzed as many as 2307 SRP, it shows that the reserved parking capacity has been enough to accommodate the parking of vehicles at this time. 3. Based on observations in the field through surveys supporting inventory of parking facilities at the study site, still found problems on some inventory of parking facilities are like paint road markings had faded and the lack of signs of parallel parking restrictions in the area along the circulation path / alleyway so still there are some visitors who park their vehicles in parallel (angle 0 0 ) that interfere with access to vehicles passing along the circulation path or to be parked vehicle. Advice can be given for further research are : 1. Needs to be improved to the markings / road signs pointing the way to avoid the visitor against the direction of the circulation path / alleyway on the way in or out of parking or when going to park his vehicle. 2. To avoid any visitor who parked his vehicle in parallel (0 angle) to the circulation path / alleyway which resulted in disruption of vehicular access which would be out of a parking space and limited moves in the parked vehicle, required the addition of parallel parking prohibition signs at each lane circulation / alley. 3. Hire some parking attendants to help make arrangements parking in the parking area that aims to prevent visitors who park their vehicles recklessly or buildup at a point which resulted in irregularities parking vehicles so as to disturb the comfort of other visitors. REFERENCE Abubakar, Iskandar. (1995), Menuju Lalu Lintas dan Angkutan Jalan yang Tertib. Kumpulan Materi Petunjuk Lalu Lintas dan Angkutan. Anggraini, Renni dkk., (2013) Kajian Keberadaan Ruang Pelayanan Publik Terhadap Kebutuhan dan Kinerja Ruas Jalan. Jurnal Teknik Sipil Universitas Syiah Kuala. Banda Aceh Direktorat Jenderal Perhubungan Darat. (1996), Pedoman Teknis Penyelenggaraan Fasilitas. Departemen Perhubungan.

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