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PERENCANAAN PEMBUATAN PAGAR PENAHAN JET BLAST PADA APRON TERHADAP GEDUNG TOWER DI BANDAR UDARA SILAMPARI LUBUKLINGGAU Pandu Aji Kusumo; Ranatika Purwayudhaningsari; Safitri Nur Wulandari
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Silampari Airport is a class III airport managed by the UPBU of the Directorate General of Civil Aviation, located in Lubuklinggau City, South Sumatra Province. This airport has an apron area of 130 m x 100 m using flexible pavement. At Silampari Airport there is one factor that does not meet the criteria, namely protection against jet blasts. Jet Blast causes vibrations on the 1st floor of the tower building. The maximum speed generated from the jet blast at Silampari Lubuklinggau Airport is 162 km/hour or 45 m/s. The maximum wind speed from jet blast pursuant to Government Decree Number 39 of 2015 is 100 km/hour or 27.7 m/s, so that the speed of the jet blast is 162 km/hour > 100 km/hour, it is necessary to build a jet blast retaining fence to reduce the effects of jet blasts from the largest aircraft at Silampari Lubuklinggau Airport, namely the Airbus A320-200. In this final project, we plan to make a jet blast retaining fence using a steel structure and the required budget plan (RAB). The reference used in this final project refers to national and international regulations and has been determined by the International Civil Aviation Organization (ICAO), in determining the jet blast retaining fence model is BDI (Blast Deflector, Inc.) The method used in determining the steel profile used to determine the budget plan used the unit price analysis guidelines issued by the Directorate General of Civil Aviation. Based on research on the manufacture of jet blast retaining fences that have been carried out at Silampari Airport, Lubuklinggau, the steel material used is BJ41 quality with angled steel profile of 100 x 100 x 7, hollow steel profile of 100 x 100 x 7 with a base structure of reinforced concrete plate K350 and reinforcement used is D13. Meanwhile, the RAB required in the manufacture of a jet blast retaining fence with dimensions of 8 meters long, 9 meters wide, and 10 meters high is IDR 303,270.00.00 with a VAT fee of 10%.

PERENCANAAN PERBAIKAN KERUSAKAN FLEXIBEL PAVEMENT PADA TAXIWAY B DAN C DI BANDAR UDARA KELAS 1 KALIMARAU BERAU Mohammad Afandi Prawiro; Cahyaning Setyarini; Wiwid Suryono
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Kalimarau Berau Airport has a runway dimension of 2250 mx 45 m and has 3 taxiways, namely taxiways A, B and C, but taxiway A is included in the TNI area, Kalimarau Airport uses taxiways B and C. Conditions of taxiways B and C at Kalimarau Airport currently experiencing problems in the form of material loss and cracks. Therefore, an appropriate repair process must be carried out. The purpose of repairing pavement damage is to restore the strength of the pavement so that it can support the load of the aircraft. The level of damage to Taxiway B and C is calculated using the PCI method. The Budget Plan uses the 2021 Unit Price List in the related location (Berau, East Kalimantan.). The calculation of the level of damage using the PCI method, the results of the damage that exist on the entire surface of the taxiway are severe to light damage, and what needs to be repaired is for taxiway B, which is the location of damage number 1,3 and 5 and taxiway C is the location of damage number 1 and 6 , because there are only a few points that are damaged, the right repair is by patching. The calculation of RAB in planning for patching taxiways at Kalimarau Berau Airport is Rp. 372,832,774 (three hundred and seventy-two million eight hundred and thirty-two thousand seven hundred and seventy-four rupiah).

PERENCANAAN APRON PADA TAHUN 2038 MENGGUNAKAN METODE REGRESI LINEAR DI BANDAR UDARA H. HASAN AROEBOESMAN ENDE Muchammad Ilham Saifud’diin; Fahrur Rozi; Supriadi
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Hasan Aroeboesman Airport Ende located Tetandara Village, South Ende Subdistrict, Ende Regency that is organized by The Ministry of Transportation. At the moment H. Hasan Aroeboesman Airport Ende is a class II Airport Unit. The existing condition of this airport is it has an apron with the dimension of 225 m x 40 m and ATR 72-600 as its critical aircraft operating. Currently, Ende is a regency that is growing quite rapidly. This can be evidenced by the movement of people in and out of the regency. One of the node of people’s movement is at H. Hasan Aroeboesman Airport Ende. To accommodate the movement of people, the necessary improvement of airport facilities is needed. Some of airport facilities that should have an improvement is the extension of the apron. The purpose of this research is to identify the actual need of apron at H. Hasan Aroeboesman Airport Ende that can be sufficient for traffic increase that will occur in the future. Based on the analysis and calculation that has been done, the dimensions of the apron expansion of 12.497,4 m2 was obtained, with 2 Boeing 737-500, and an ATR 72-600 aircraft. As the result of the calculation 55.0 of PCN would be established based on the calculation with FAARFIELD 2.0.3 and COMFAA 3.0 software.

ANALISIS KEBUTUHAN LUAS TERMINAL PENUMPANG DAN ALTERNATIF TATA LETAK TERMINAL BANDAR UDARA HAJI HASAN AROEBOESMAN ENDE NUSA TENGGARA TIMUR Hasna Aliyah Makarima Shalihah; Fahrur Rozi; Linda Winiasri
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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In 2018 the airport Haji Hasan Aroeboesman East Nusa Tenggara Ende has a building area of the existing passenger terminal covering an area of 825 m2.With this area, the terminal building can accommodate flight service users of 200 thousand pax/year. In an effort to prevent the occurrence of passenger terminal conditions that are not able to accommodate the number of passengers in 2038, then in the terminal development plan it is necessary to analyze the needs of the passenger terminal area using data on the number of passengers within a period of 5 years (2014 - 2018). Forecasting the number of passengers in the next 20 years using the linear regression method. This method is also used to determine the number of passengers at busy times as a calculation of space requirements at the terminal. In addition, the SPSS Software uses a simple linear regression method. Simple linear regression analysis is a regression method that can be used as a statistical inference tool to determine the effect of an independent variable on the dependent variable. Forecasting passengers for the next 20 years begins in 2019 - 2038. The number of passengers during busy times was 216 departing passengers and 215 arriving passengers. With the total number of passengers busy departing and arriving, the predicted number of passengers will reach 500 thousand pax/year. For the number of passengers, the required building expansion is 1.372 m2. So the total broad needs of passenger terminal at the airport need Haji Hasan Aroeboesman East Nusa Tenggara Ende is 2.197 m2.

PERENCANAAN STOPWAY PADA UJUNG RUNWAY 01 DENGAN FLEXIBLE PAVEMENT DI BANDAR UDARA KALIMARAU BERAU Habib Yogi Fauzi; Supriadi; Linda Winiasri
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Kalimarau Airport is a domestic airport that was founded in 1976 which is located in Berau Regency, East Borneo Province which has an important role in providing air transportation services. A stopway is a defined rectangular area on the ground at the end of the take-off path that is created as a suitable area where an aircraft can stop when it decides to cancel its take off. However, Kalimarau Airport doesn’t yet have a stopway at the end of the runway. The research began with collecting data such as air transport traffic data, data Aeronautical Information Publication at Kalimarau Airport in Berau. From those data, planning is carried put according to the method Federal Aviation Administration (FAA). And manual calculations using the FAARFIELD 1.41 application, the results obtained are the thickness of the flexible pavement structure in the area Stopway. Meanwhile, to calculate the value PCN using software COMFAA. This final project is designed how to plan pavement thickness using the FAA method. The planning of Flexible Pavement structure in the area of Stopway with the planned area is 2700 . For the results of the pavement structure using the FAARFIELD application, which is 32inch (81,12cm) with a PCN value of 57 F/C/X/T. based on the calculation of the RAB, the budget plan needed to carry out the Flexible Pavement structure work in the area of Stopway is Rp. 2.309.002.000,00.

PERENCANAAN OVERLAY PADA LANDAS PACU DI BANDAR UDARA H.HASAN AROEBOESMAN ENDE Fikri Irhamnan Ardiansyah; Wiwid Suryono; Vivi Rahmawati
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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The runway at H.Hasan Aroeboesman Ende Airport has dimensions of 1650m x 30m with flexible pavement. and a PCN value of 30 F/C/X/T. This study aims to plan a design mix formula to find the asphalt composition that meets the technical specifications required by the airport. From the results of determining the design mix formula, the asphalt used for planning runway overlays at H.Hasan Aroeboesman Ende Airport is 60/70 penetration asphalt with a content of 6.5% of the total hot mix asphalt and for aggregate with an amount of 93.5% of the total hot mix asphalt with aggregate gradation hot mix asphalt sieve 25 mm in the amount of 6%, 19 mm in the amount of 16%, 12.5 mm in the amount of 8%, 9.5 mm in the amount of 15%, 4.75 mm in the amount of 12%, 2.36 mm 11%, 1.18 mm 7%, 600 m 8%, 300 m 5%, 150 m 7%, and 75 m 5%. In planning the runway overlay with a thickness of 7.5 cm requires a cost of Rp. 4,131,060,000.00 (Four Billion One Hundred Thirty One Million Sixty Thousand Rupiah)

PERENCANAAN PERLUASAN APRON DI BANDAR UDARA KALIMARAU Ferdhyo Nanda Pratama; Safitri Nur Wulandari; Wiwid Suryono
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Kalimarau Berau Airport is an airport managed by UPBU (Airport Operator Unit) under the auspices of the Directorate General of Civil Aviation. Kalimarau Airport plays an important role in economic growth and is a tourist gateway for the surrounding area. During the last 10 years the number of passengers from 2010 to 2019. This study aims to fulfill the apron capacity at Kalimarau Berau Airport for the next 10 years by using linear regression forecasting methods, and planning the thickness of the pavement structure with an annual departure in 2029 that has been obtained, and get the PCN value from the thickness of the design pavement structure. The results of this study are the apron capacity in the planning year until 2029, the planned aircraft movements are 5401 aircraft movements. With a monthly movement of 459 aircraft movements, 20 aircraft movements on busy days, 11 movements during peak hours, and 12 parking stands planned to be 485.6 m wide and 100 m wide. For the results of the pavement structure using manual FAA consisting of 38 cm thick concrete slab, 13 cm thick stabilized base ,thick base 24 cm with subgrade 6% CBR. Based on the RAB calculation, the budget needed to carry out construction work rigid for the expansion of the apron with an area of 19,760 m2 is Rp. 58.583.748.460,00.

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).

ANALISA PENGUNAAN BARCODE UNTUK ADMINISTRASI INCOMING DAN OUTGOING PADA TERMINAL KARGO DI BANDAR UDARA INTERNASIONAL ZAINUDDIN ABDUL MADJID LOMBOK Ian Rafi Ramadhan; Ariyono Setiawan; Setyo Hariyadi Suranto Putro
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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it was found that the recording of incoming and outgoing data at the Lombok International Airport was less than optimal because it was still using manual recording by operators, both administrative and field operators, and the results of the questionnaire also showed that 80% of cargo service users thought that cargo still used manual recording. The less than optimal use of information technology, both from interviews and questionnaire results, 80% of service users stated that information technology had not been used. Satisfactory However, the conditions in the field could not be applied due to constraints on equipment and resources at the location when the observations were carried out.

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