Hantara, Rizky Tri (2015) Evaluasi fasilitas sisi udara Bandara Notohadinegoro. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Ide penulisan evaluasi fasilitas sisi udara bandara
Notohadinegoro didasarkan pada keputusan pembukaan kembali
bandara Notohadinegoro oleh Pemkab Jember tahun 2014 untuk
melayani transportasi udara dengan menggunakan jenis pesawat
ATR 72-600. Bandara Notohadinegoro dibangun sejak 2005 dan
mulai beroperasi tahun 2008, karena adanya berbagai
permasalahan teknis 3 bulan kemudian bandara ini berhenti
beroperasi dan terbengkalai hingga tahun 2014. Agar Bandara
dapat melayani transportasi udara menggunakan jenis pesawat
ATR 72-600 dengan baik dan optimal maka diperlukan
perencanaan dan persiapan yang baik pula. Salah satu upaya agar
bandara Notohadinegoro bisa berfungsi optimal yaitu dengan
melakukan evaluasi kebutuhan fasilitas sisi udara yang ada di
bandara khususnya Runway, Taxiway, dan apron berdasarkan
jenis pesawat yang dilayani yaitu ATR 72-600.
Evaluasi fasilitas sisi udara di bandara Notohadinegoro
dilakukan dengan Membandingkan kondisi fasilitas sisi udara
eksisting dilapangan dengan hasil perencanaan berdasarkan
pesawat yang dilayani dan dengan menggunakan metode ICAO
dan FAA. Evaluasi fasilitas sisi udara ini meliputi evaluasi
runway, taxiway, apron dari segi perencanaan geometri, marka,
dan perkerasannya, selain itu juga dilakukan perhitungan pengembangan fasilitas sisi udara pada tahun 2019 yaitu 5 tahun
mendatang dari tahun 2014. Perhitungan peramalan jumlah
penumpang dilakukan dengan metode analogi dan regresi linier.
Dari hasil analisa dan evaluasi kondisi eksisting, pada
fasilitas sisi udara di bandara Notohadinegoro saat ini, runway
bandara tidak layak melayani transportasi udara menggunakan
pesawat jenis ATR 72-600, karena panjang runway kurang dari
panjang yang disyaratkan menurut perencanaan yaitu 1560 m <
1612 m, Sedangkan dimensi apron dan taxiway masih layak,
karena dimensi apron dan taxiway lebih besar dari hasil
perencanaan. Ketebalan perkerasan runway dan taxiway hasil
perencanaan adalah tebal subbase course 26 cm, base course
15cm, surface course 11 cm, dan tebal perkerasan apron subbase
course 20 cm dan base course 21 cm. Sedangkan hasil
perencanaan pengembangan fasilitas sisi udara tahun 2019
dengan desain menggunakan pesawat terbang jenis ATR 72-600
menurut ICAO dan FAA di dapatkan ke butuhan panjang runway
1612 meter dengan lebar 30 meter, lebar taxiway minimum 15
meter, dan lebar apron 45 meter, panjang apron 190 meter,
Ketebalan perkerasan runway dan taxiway: subbase course 28 cm,
base course 15 cm, dan surface course 11 cm, Ketebalan
perkerasan apron :Subbase course 20 cm, dan base course 21 cm.
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The idea of this writing evaluation air side facilities
Notohadinegoro Airport is based on the decision of
Notohadinegoro Airport reopening by Jember Government in
2014 to serves air transportation using aircraft types ATR72-600.
Notohadinegoro Airport was built in 2005 and began operations
in 2008. Due to various technical problems, 3 months later the
airport was stopped operating and neglected until 2014. In order
to be able to serve the air transport service using aircraft type
ATR72-600 properly and optimally, it’s required good planning
and preparation as well. One effort in order to Notohadinegoro
Airport optimally function is to evaluate the needs of the existing
airside facilities at the airport, especially Runway, taxiway, and
apron is based on the type of aircraft that served that is ATR72-
600.
Evaluation of the airside facilities of Notohadinegoro
Airport done by comparing the existing condition of the airside
facilitiesin the field with the planning results based on serviced
aircraft and using ICAO and FAA method. Evaluation of the
airside facilities include an evaluation of runway, taxiways, apron
in terms of geometry planning, markers, and pavement, while also
performed calculations on the airside facility development in
2019 that is 5 years later from the year 2014. The calculation of forecasting the number of passengers carried by analogy and
linear regression method.
From the analysis and evaluation of existing conditions, on
the airside facility of Notohadinegoro Airport nowadays, the
airport runway is not feasible to serves air transportation using
ATR72-600, because of the length of the runway is less than the
required length that is 1560 m < 1612 m, while the dimensions of
the apron and taxiway is still feasible, because the apron and
taxiway dimensions greater than the result of planning. The
planning result of runway and taxiway pavement thickness is
subbase course 26 cm, basecourse 15cm, surface course 11 cm,
and apron pavement thickness subbase course 20 cm and base
course 21cm. While the planning results of the airside facility
development in 2019 with a design using aircraft types ATR72-
600 according to ICAO and FAA obtained the needs of the
runway length is 1612 meters and width is 30 meters, taxiway
minimum width is 15 meters, and apron width is 45 meters, the
length of apron is 190 meters, runway and taxiway pavement
thickness: subbase course 28 cm, base course 15cm, and surface
course 11cm, apron pavement thickness: subbase course 20 cm
and base course 21 cm.
Item Type: | Thesis (Undergraduate) |
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Additional Information: | RSS 725.39 Han e |
Uncontrolled Keywords: | Bandar Udara Notohadinegoro; fasilitas sisi udara; desain geometrik; marka; perkerasan;runway; taxiway; apron; ATR 72-600 ===================================================================================== Notohadinegoro Airport; Airside Facilities; Geometric Designs; Markings; Pavement; Runway; Taxiways; Apron; ATR72-600 |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Faculty of Civil, Environmental, and Geo Engineering > Civil Engineering > 22201-(S1) Undergraduate Theses |
Depositing User: | - Taufiq Rahmanu |
Date Deposited: | 28 Nov 2018 02:59 |
Last Modified: | 18 Apr 2024 10:33 |
URI: | http://repository.its.ac.id/id/eprint/60033 |
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