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All Journal Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan) Journal of Public Transportation Community
Bambang Wasito
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Aerospace Engineering Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Library & Information Science Mechanical Engineering Physics Public Health Social Sciences Transportation Other

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ANALISA KAPASITAS APRON PADA JAM SIBUK DI BANDAR UDARA YOGYAKARTA INTERNASIONAL KULON PROGO Devi Nurfiani; Ahmad Musadek; Bambang Wasito
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Abstract

The high interest in tourist visits and economic development in the Special Region of Yogyakarta, led to an increasing surge in passengers resulting in an increase in scheduled commercial flights. So that flight activity, especially in the apron is increasing during peak hours. It can certainly cause a meaningful impact, which can cause flight delays, queues to land or take off that can cause losses for the airline and the airport. The method in this study used quantitative research method and JICA/Japan International Corporation Agency (1991) to calculate apron capacity and aircraft movement during peak hours. The movement of aircraft during peak hours occurs in March 2021 as many as 3 aircraft per hour, while the aircraft movement capacity that can be accommodated apron is 4 aircraft per hour. The average percentage of aircraft movement during the period of a year is 2.03% from April 2020 to March 2021.
PENGARUH BEBAN KERJA PETUGAS AVSEC DALAM MELAKSANAKAN TUGAS KEAMANAN DAN PELAYANAN TERHADAP KETERTIBAN PENUMPANG DI SECURITY CHECK POINT BANDAR UDARA KALIMARAU BERAU Annisa Cahyani; Anton Budiarto; Bambang Wasito
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Abstract Kalimarau Airport as one of the airports that became the gate of air transportation in Berau Regency. Still found passengers who have not implemented order as still found his goods that must be shared but still carried passengers up to Security Check Point (SCP) 2. This triggered the burden of Avsec officers. As a passenger checking center, Security Check Point needs special handling or attention. So it was concluded the need for a review related to the burden of Avsec officers at Security Check Point due to lack of orderly passengers. The research methodology uses descriptive research methods, namely by describing the current situation in the research object. The data is obtained from direct observation, library review, disscriptive and questionnaire deployment. The results of the research that have been carried out by the authors prove that using the validity test with the person correlation technique and the reliability test with the Cronbach's alpha formula and partial test, it is known that there is a significance that affects the Avsec workload on passenger order by 48.1%. So it can be seen that the workload variable has a significant effect on the order variable.
PERENCANAAN FLEXIBLE PAVEMENT ACCESS ROAD KENDARAAN PKP-PK DI BANDAR UDARA DEPATI PARBO KERINCI Zahkiyanto Ageng Wicaksono; Bambang Wasito; Setyo Hariyadi
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Depati Parbo Airport is an airport located in Angkasa Pura Village, Sitinjau Laut District, Kerinci Regency, Jambi Province. Having a runway dimension, which is 1800 m long and 30 m wide. The aircraft operating at Depati Parbo Kerinci Airport is ATR 72-600 type. One of the facilities in Depati Parbo Airport Kerinci owned by one of them is Flight Accident Assistance and Fire Department with category V. In planning the Flexible Pavement Acces Road for PKP-PK Vehicles, the data used are PKP-PK vehicle data, rainfall data, CBR value data, and for the method used ks the component analysis method and the method AAHSTO to determain the thinckness of pavement which will later be validated with SKEP 347 of 1999. After getting the results of the calculations that will be used in the planning, the next step is to determine the budget plan using price analysis guidelines issued by the Directorate General of Civil Aviation. From the calculation of the .calculation of component analysis method, the pavement thickness for planning the flexible pavement access road for PKP-PK vehicles is 40 cm where the surface thickness is 5 cm, base course thickness is 15 cm, and the sub base thickness is 20 cm. While the results of the calculation of the method for the surface thickness is 6 cm, base course thickness is 9 cm, and the sub base thickness is 24 cm. Besad on the price of the kerincy regency in 2021 total budged plan required for the PKP-PK vehicle access road is Rp. 1.179.075.000,-.
PERENCANAAN STRUKTUR BETON BERTULANG PADA BANGUNAN WATCHROOM PKP-PK DENGAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS DI BANDAR UDARA KELAS I UTAMA JUWATA-TARAKAN Rizal Afandi; Bambang Wasito; Ranatika Purwayudhaningsari
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Abstract

Watchroom or monitoring room is one of the facilities at an airport to visually monitor aircraft movements. In connection with this, at Juwata Tarakan Class I Main Airport there is a watchroom with a location that is not yet strategic so it must be moved according to the existing master plan. In this final project, it is intended to plan a watchroom structure in accordance with SNI. From the results of the analysis, the watchroom construction site is categorized as risk D so that in the structural analysis the SRPMK (Special Moment Resistant Frame System) method is used. In the calculation of the structure, the concept of Strong Column and Weak beam is used, which refers to SNI 1726:2019 regarding earthquakes. In planning the building structure, SNI 2847:2019 regarding reinforced concrete and SNI 1727:2018 is used for loading. In this final project, SAP 2000 is used for building 3D modeling, spColumn for calculation of column interaction diagrams, and Autocad 2016 for reinforcement details. From the results of the structural design, the dimensions of the child beams are 300/250, the main beam is 400/300, the column is 400/400 and the plate thickness is 130 mm and the structural reinforcement details are included in the technical drawings. In addition, in checking the control design of the watchroom structure based on SNI 1726:2019, it has fulfilled the requirements and fulfilled the Strong Column Weak Beam concept where the value of Mnc = 314.7 kNm ≥ 1.2 Mnb = 226.272 kNm, so the watchroom structure has high ductility.
STUDI PERENCANAAN PONDASI BORE PILE PADA PEMBANGUNAN GEDUNG TERMINAL BANDAR UDARA NGLORAM BLORA Fatika Putri Setianingsih; Bambang Wasito; Karina Meilawati Eka Putri
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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One of the important parts in a building planning is foundation planning. The foundation is the lower structure of the building construction that is directly related to the ground and functions as a load-bearing building from above and will channel it into the ground. The existence of the foundation is not something that is not important, but has a big influence in the construction of the building to be built. The bore pile foundation is the foundation chosen for the Ngloram Airport construction project because it has several advantages such as the diameter and depth of the pile that can be changed as specified. The airport, which is located in the middle of the rice fields, has a type of clay soil, therefore the calculation of the magnitude of the load and the carrying capacity of the soil is very necessary in planning the foundation. The calculation of the carrying capacity is based on CPT data (cone penetration test) using 2 methods, namely Reese & Wright and O'neil & Reese. From the results of the analysis using the Reese & Wright method, Qijin was obtained at 483.1471 kN, while the results from O'neil & Reese obtained Qijin at 418.9704 kN. For the results of the calculation of the load calculated using the SAP 2000 application is 402.851 kN. So it can be concluded that the foundation is safe in holding the load on it.
PERENCANAAN DESAIN PERKERASAN DAN GEOMETRI JALAN MASUK DI BANDAR UDARA NGLORAM BLORA Avrila Bella Soraya; Bambang Wasito; Setyo Hariyadi
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Ngloram Airport is located in Cepu District, Blora Regency, Central Java. It has a runway length of 1500 meters x 30 meters. The plan for Ngloram Airport is to be operated in 2021, and it is necessary to improve flight safety and security. Ngloram Air does not yet have an access road which is very important in an airport component in accessing the road to the passenger terminal. Therefore, it is necessary to plan an access road at Ngloram Airport. This planning uses a flexible pavement type with a calculation method. Component analysis, conducts geometric road planning and calculates the Budget Plan (RAB) using the Flexible Road Pavement Thickness Planning Guidelines with the SKBI 2.3.26.1987 Component Analysis Method, in planning work analysis and unit price analysis using the basic unit price of Blora Regency for the fiscal year 2019. From the results of the calculations and data analysis carried out, the length of the 880 m and width 12 m Ngloram Airport access road was obtained, the total thickness of the access road was 40 cm, with details of the surface 5 cm, the base course 15 cm, and the subbase 20 cm. needed for the construction of an access road of Rp Rp4.805.500.000,- (Four Billion Eight Hundred Five Million Five Hundred Thousand Rupiahs).
Perbaikan Jalan di Kelurahan Siwalankerto Kecamatan Wonocolo Kota Surabaya Bambang Wasito; Siti Fatimah; Wiwid Suryono; Supriadi Supriadi; Fitrady Pahala; Linda Winiasri; kusno Kusno; Ranatika Purwayudaningtyas; Nanang Joko
Journal of Public Transportation Community 50-57
Publisher : Politeknik Penerbangan Surabaya

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Kerusakan pada jalan akan menimbulkan banyak kerugian yang dapat dirasakan oleh penggunasecara langsung, karena sudah pasti akan menghambat laju dan kenyamanan pengguna jalanserta banyak menimbulkan korban akibat dari kerusakan jalan yang tidak segera ditangani.Untuk menjaga agar kondisi jalan tetap pada performa yang layak dalam melayani berbagaimoda transportasi perlu adanya evaluasi permukaan jalan untuk mengetahui jalan tersebutapakah masih dalam kondisi yang baik atau perlu adanya program peningkatan pemeliharaanrutin atau pemeliharaan berkala. Keberadaan jalan di Kelurahan Siwalankerto tidak semua ruasjalan dalam kondisi bagus, terdapat beberapa ruas jalan yang mengalami kerusakan. Ruas jalanyang mengalami kerusakan tersebut terletak di RW.2 tepatnya di RT.05, RT.06, dan RT.07 sertaRW.4 pada RT.04 dan di dekat pintu gerbang Dinas Perhubungan dan LLAJ.
Co-Authors Ahmad Musadek Annisa Cahyani Anton Budiarto Avrila Bella Soraya Devi Nurfiani Fatika Putri Setianingsih Fitrady Pahala Karina Meilawati Eka Putri Kusno Kusno Linda Winiasri Nanang Joko Ranatika Purwayudaningtyas Ranatika Purwayudhaningsari Rizal Afandi Setyo Hariyadi Siti Fatimah Supriadi Supriadi Wiwid Suryono Zahkiyanto Ageng Wicaksono