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Studi Penelusuran (Tracer Study) Program Studi Pendidikan Guru Sekolah Dasar Tahun Lulus 2015-2019 Sukamto; Ervina Eka Subekti; Fajar Cahyadi; Wawan Priyanto
INVENTA: Jurnal Pendidikan Guru Sekolah Dasar Vol 5 No 2 (2021): Inventa: Jurnal Pendidikan Guru Sekolah Dasar
Publisher : Universitas PGRI Adi Buana Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36456/inventa.5.2.a4322

A tracer study is a study conducted to determine the level of market absorption of graduates, the number of graduate unemployed, the suitability of subject matter to field needs, and the need for curriculum revision or renewal. The Primary School Teacher Education Program (PGSD) study program requires data for this purpose. Among them are graduates who work in the formal sector (teachers, lecturers, administrative staff, employees in business and industry, etc.) and in the informal sector. The purpose of this study was to (1) determine the extent of the absorption rate of PGSD S1 alumni in the job market. (2) Knowing the percentage of alumni waiting period before getting a job. (3) Obtaining data about the suitability of the ongoing curriculum with field needs. The results of this tracing study indicate that the absorption rate of PGSD S1 graduates in the job market is 87.92%. The waiting period for PGSD undergraduate graduates to get a job is 42.10% getting a job before graduating and on average it takes 3 months to get a job. The conformity between the subject matter and the field needs of elementary school teachers was 67.16% alumni. Among them are working as civil servants (government agencies) as teachers, as teachers in private schools. The alumni assessment is seen from several aspects, including: ethics, expertise in the field of science, foreign language skills, communication skills, teamwork, ability to develop themselves and the ability to use information technology. From all aspects the average rating given is good. The highest level of competence mastered by alumni at graduation (85.1%) is the ability to continue learning all the time and the lowest (69.25%) is the ability to speak English. One suggestion that can be put forward is about improving English language skills.

ANALISIS KEPADATAN SUBGRADE APRON HANGGAR-D BALAI KALIBRASI FASILITAS PENERBANGAN Sukamto; Kusumastuti Rahmawati
Langit Biru: Jurnal Ilmiah Aviasi Vol 9 No 1 (2016): Langit Biru: Jurnal Ilmiah Aviasi
Publisher : Politeknik Penerbangan Indonesia Curug

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Apron needs a subgrade with a certain density in order to meet the requirements of aircraft ACN. Subgrade from the ground requires special attention because it is potential to cause a decrease (consolidation) if it does not get adequate compaction process. Subgrade soil density needs to be tested first before undergoing subsequent construction process. Density test can be done by means of the Dynamic Cone Penetrometer ((DCP). Value of CBR is obtained by correlating the number of tool collisions with the depth of conus penetration. Subgrade soil density test is done in the apron construction area of hangar-D Curug Calibration Center for Flight Facilities

PERENCANAAN PENGGANTIAN KONSTRUKSI DARI FLEXIBLE KE RIGID APRONTAXIWAY MENUJU PARKINGSTAND 1 (SATU) DI BANDAR UDARA INTERNASIONAL AHMAD YANI SEMARANG Alfian Nur Bagaskoro; Sukamto; Luky Surachman
Langit Biru: Jurnal Ilmiah Aviasi Vol 12 No 2 (2019): Langit Biru: Jurnal Ilmiah Aviasi
Publisher : Politeknik Penerbangan Indonesia Curug

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The Ahmad yani International Airport Semarang have an apron with an area of 29.032,00 m2 With Rigid and Flexible construction. Rigid construction is locate at parkingstand with a total of 8 unit while the flexible construction located in aprontaxiway. Due to frequently damage in aprontaxiway, there is need a change from flexible to rigid construction. Choose the biggest aircraft, counting the pavement’s thick that will created and choose the joint pavement refer to the KP 262 year 2017, FAA AC 150 /5320 6D and FAA AC 150/5320 6E rules. The critical Aircraft is B 737-900 ER, thick of pavement is 68, 75cm and construction joint using dowel with length of 51cm, 4mm diameter and distance between dowel is 46cm with PCN 57 R/C/X/T will used in plan to change aprontaxiway to parkingstand construction at Ahmad Yani International Airport, semarang

PERENCANAAN PERLUASAN APRON C (DOMESTIK DAN INTERNASIONAL) DENGAN PERKERASAN RIGID DI BANDAR UDARA INTERNASIONAL I GUSTI NGURAH RAI BALI Elga Apriadha Dwinata; Sukamto; Luky Surachman
Langit Biru: Jurnal Ilmiah Aviasi Vol 12 No 3 (2019): Langit Biru: Jurnal Ilmiah Aviasi
Publisher : Politeknik Penerbangan Indonesia Curug

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The high movement of aircraft at the International Airport I Gusti Ngurah Rai Bali, Is not yet balanced with the air equipped with adequate especially in the apron caused mobilization did not go well. It underlies the need of expansion apron north to fulfill plane capacity to operate. This needs to be planned expansion of an apron north by using the method of FAA (manual and software) and method of forecasting. According to analysis and the results then the planned expansion of the apron dimension is 64.677,72 m² for the addition of 4 parking stands by increasing specification of aircraft operating into aircraft 4E and 4C category. A thick slab of concrete that is obtained will be used of 52.07 cm concrete quality K-400, 25.4 cm subbase thickness and subgrade CBR amounted to 6%

PERENCANAAN PERAWATAN LANDAS PACU 11-29 DENGAN MENGGUNAKAN METODE PCI (PAVEMENT CONDITION INDEX) DI BANDAR UDARA HUSEIN SASTRANEGARA - BANDUNG Sandy Prasetia; SUKAMTO; Luky Surachman
Langit Biru: Jurnal Ilmiah Aviasi Vol 11 No 1 (2018): Langit Biru: Jurnal Ilmiah Aviasi
Publisher : Politeknik Penerbangan Indonesia Curug

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Occurring problems in runway 11-29 at Husein Sastranegara Bandung is kind of surface pavement, those problems happen because of continuous usage on it’s surface, pavement durability, and factor of weather, so that flexible pavement currently fragile and easy to get damaged. Evaluations regarding the damage of runway pavement surface using Pavement Condition Index (PCI) and doing action such fixing planning of the evaluation results, so that the sample of the damage overall can be resumed. From the calculation done, it can be conclude that damage found in segment 2 is damage Depression crack 3,37 m3, Block Cracking damage 0,02 m3, segment 19 is damage Ravelling crack 9,13 m3, damage Depression crack 8,39 m3, damage to Rutting crack 29,98 m3, segment 98 is damage Longitudinal/Transverse cracking 1,48 m3, Depression crack damage 5,50m 3, damage Patching crack 0,08 m3, damage Rutting crack 1,78 m3, segment 120 is damage Polished Agregate 0,30 m3, Longitudinal/Transverse cracking 0,70 m3, and segment 170 is Rutting crack damage 44,44 m3, Depression crack damage2,61 m3. So it is necessary to re-coat and do research of pavement layer structure and ground so as to meet CBR/carrying capacity and optimize the implementation of coating

PERENCANAAN PERLUASAN APRON MENGGUNAKAN KONSTRUKSI RIGID DI TERMINAL BARU BANDAR UDARA INTERNASIONAL AHMAD YANI SEMARANG Danesia Raka Panduwinata; Sukamto; Luky Surachman
Langit Biru: Jurnal Ilmiah Aviasi Vol 11 No 3 (2018): Langit Biru: Jurnal Ilmiah Aviasi
Publisher : Politeknik Penerbangan Indonesia Curug

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Ahmad Yani International Airport Semarang located in West side of Semarang and managed by PT. Angkasa Pura I (Persero) which serves domestic and international flights. With the high airplane movements during peak hours, it is feared that there will be a waiting time between airplanes that will be landing because of the lack of apron capacity. In order to support the smoothness, the apron necessary to be expanded to accommodate all aircraft movements during peak hours. Therefore, this final project made for present how to plan the expansion and standard pavement thickness of the apron in accordance with the International Civil Aviation Organization (ICAO). According to the result of the calculation, the development of the planned apron dimensions is 820 x 131,5 m for the addition of 20 parking stand and obtained the overall pavement thickness of the apron is 64.8 cm. Including 39.4cm of concrete slab thickness with K-400 concrete quality and subbase 25.4 cm to subgrade with CBR 6%.

PERENCANAAN PERLUASAN APRON MENGGUNAKAN KONSTRUKSI RIGID DI TERMINAL BARU BANDAR UDARA INTERNASIONAL AHMAD YANI SEMARANG Danesia Raka Panduwinata; Sukamto; Ika Endrawijaya
Langit Biru: Jurnal Ilmiah Aviasi Vol 13 No 02 (2020): Langit Biru: Jurnal Ilmiah Aviasi Vol.13 No.2 [Juni 2020]
Publisher : Politeknik Penerbangan Indonesia Curug

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B.Indonesia Dengan tingginya pergerakan pesawat udara pada waktu jam puncak maka dikhawatirkan terjadi waktu tunggu antar pesawat udara yang akan mendarat dikarenakan kurangnya penyediaan kapasitas apron. Demi menunjang kelancaran maka perlu adanya perluasan apron untuk dapat menampung seluruh pergerakan pesawat udara pada waktu jam puncak. Oleh karena itu tugas akhir ini disusun guna menyampaikan bagaimana merencanakan perluasan dan tebal perkerasan apron yang standar dengan mengacu pada Internasional Civil Aviation Organization (ICAO) serta penulisan tugas akhir ini digunakan metode deskriptif analisis. Sesuai hasil perhitungan maka pengembangan dimensi apron yang direncanakan adalah 820 x 131,5 m untuk penambahan 20 parking stand dan juga diperoleh tebal perkerasan keseluruhan apron adalah 64,8 cm. Termasuk tebal slab beton 39,4 cm dengan mutu beton K-400 dan tebal subbase 25,4 cm untuk subgrade dengan CBR 6%. B.English With the high airplane movements during peak hours, it is feared that there will be a waiting time between airplanes that will be landing because of the lack of apron capacity. In order to support the smoothness, the apron necessary to be expanded to accommodate all aircraft movements during peak hours. Therefore this final project is structured to convey how to plan the expansion and standard thickness of the apron pavement by referring to the International Civil Aviation Organization (ICAO) and writing this final project using descriptive analysis method. According to the result of the calculation, the development of the planned apron dimensions is 820 x 131,5 m for the addition of 20 parking stand and obtained the overall pavement thickness of the apron is 64.8 cm. Including 39.4 cm of concrete slab thickness with K-400 concrete quality and subbase 25.4 cm to subgrade with CBR 6%.

PERENCANAAN PERLUASAN APRON MENGGUNAKAN PERKERASAN RIGID DI BANDAR UDARA HANG NADIM - BATAM Ridwan Malik Hanggono; Sukamto; Luky Surachman
Langit Biru: Jurnal Ilmiah Aviasi Vol 10 No 3 (2017): Langit Biru: Jurnal Ilmiah Aviasi
Publisher : Politeknik Penerbangan Indonesia Curug

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Ridwan Malik Hanggono, ”APRON EXPANSION PLANNING USING RIGID PAVEMENT AT HANG NADIM BATAM AIRPORT”. Indonesian civil aviation institute, Curug-Tangerang. Hang Nadim Batam Airport is the premier first class airport located in Batu Besar, Nongsa, Pulau Batam, Kepulauan Riau and has function to serve transportation services. Those required to provide safe flight and operation services. The high aircraft movement during peak hours in the Hang Nadim Batam Airport it is cause the occur waiting time between the aircraft will land due to less of apron capacity. For the sake of safety it is necessary to support the expansion of the apron to be able to accommodate all aircraft movement during peak hours. Therefore this final project made to explain how to plan the expansion and apron pavement thickness which suitable to the reference of International Civil Aviation Organitation (ICAO) related to the characteristic of the area Mutiara Sis Al-jufri Palu Airport. According to the results of calculation, the dimension of the planned apron is 351,5 x 138,3 m suitable for addition of 8 parking stand and also total area apron pavement thickness is 63 cm. The thickness of concrete slab with concrete quality k-400 is 37,6 cm and 25,4 cm thick subbase for subgrade with CBR 8%.

PENGARUH TATA LETAK RUANG KANTOR TERHADAP MOTIVASI KERJA PEGAWAI STAF ADMINISTRASI SEKOLAH TINGGI PENERBANGAN INDONESIA Sukamto
Langit Biru: Jurnal Ilmiah Aviasi Vol 4 No 10 (2011): Langit Biru: Jurnal Ilmiah Aviasi
Publisher : Politeknik Penerbangan Indonesia Curug

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PERENCANAAN PERLUASAN APRON MENGGUNAKAN KONSTRUKSI RIGID DI TERMINAL BARU BANDAR UDARA INTERNASIONAL AHMAD YANI SEMARANG Danesia Raka Panduwinata; Sukamto; Ika Endrawijaya
Langit Biru: Jurnal Ilmiah Aviasi Vol 13 No 02 (2020): Langit Biru: Jurnal Ilmiah Aviasi Vol.13 No.2 [Juni 2020]
Publisher : Politeknik Penerbangan Indonesia Curug

Show Abstract | Download Original | Original Source | Check in Google Scholar

B.Indonesia Dengan tingginya pergerakan pesawat udara pada waktu jam puncak maka dikhawatirkan terjadi waktu tunggu antar pesawat udara yang akan mendarat dikarenakan kurangnya penyediaan kapasitas apron. Demi menunjang kelancaran maka perlu adanya perluasan apron untuk dapat menampung seluruh pergerakan pesawat udara pada waktu jam puncak. Oleh karena itu tugas akhir ini disusun guna menyampaikan bagaimana merencanakan perluasan dan tebal perkerasan apron yang standar dengan mengacu pada Internasional Civil Aviation Organization (ICAO) serta penulisan tugas akhir ini digunakan metode deskriptif analisis. Sesuai hasil perhitungan maka pengembangan dimensi apron yang direncanakan adalah 820 x 131,5 m untuk penambahan 20 parking stand dan juga diperoleh tebal perkerasan keseluruhan apron adalah 64,8 cm. Termasuk tebal slab beton 39,4 cm dengan mutu beton K-400 dan tebal subbase 25,4 cm untuk subgrade dengan CBR 6%. B.English With the high airplane movements during peak hours, it is feared that there will be a waiting time between airplanes that will be landing because of the lack of apron capacity. In order to support the smoothness, the apron necessary to be expanded to accommodate all aircraft movements during peak hours. Therefore this final project is structured to convey how to plan the expansion and standard thickness of the apron pavement by referring to the International Civil Aviation Organization (ICAO) and writing this final project using descriptive analysis method. According to the result of the calculation, the development of the planned apron dimensions is 820 x 131,5 m for the addition of 20 parking stand and obtained the overall pavement thickness of the apron is 64.8 cm. Including 39.4 cm of concrete slab thickness with K-400 concrete quality and subbase 25.4 cm to subgrade with CBR 6%.

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