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ABSTRACT Development of airside facilities of Sultan Hasanuddin International Airport, Makassar, South Sulawesi, is needed as solution of traffic enhancement in order to remain able to accommodate movement demand. Development of air side facilities for geometry refers to International Civil Aviation...

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Main Author: BRIAN HASBI NIM : 15011125, SYAMSURI
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/24453
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:24453
spelling id-itb.:244532017-10-09T10:30:36Z#TITLE_ALTERNATIVE# BRIAN HASBI NIM : 15011125, SYAMSURI Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/24453 ABSTRACT Development of airside facilities of Sultan Hasanuddin International Airport, Makassar, South Sulawesi, is needed as solution of traffic enhancement in order to remain able to accommodate movement demand. Development of air side facilities for geometry refers to International Civil Aviation Organization (ICAO), while for the pavement refers to Federal Aviation of America (FAA) section 150-5320-6D and 1505320-6E, as for drainage refers to Manning method. Runway length is obtained by refers to critical aircraft which has the most Aircraft Reference Field Length (ARFL), which is B-739 . After correction by elevation, temperature, and slope, runway length obtained is 3600 m for Maximum Take Off Weight (MTOW) condition for both runway #1 and runway #2. As for the width of runway, aircraft design used is aircraft with the Code Letter E. Runway width <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> obtained is 45 m with shoulders of 7.5 m for both right and left side. As for taxiway dimension is 23 m width with 10,5 m for shoulder. The number of taxiway required is 23 taxiway, consist of 4 entrance taxiway, 13 exit taxiway, 3 parallel taxiway, and 3 apron acces taxiway. As for the apron area, the area needed is 1100 m x 250 m.As for pavement, the total thickness of new flexible pavement needed is 1041 mm.For shoulder total pavement thickness needed is 442 mm. For the existing <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> component with PCN value 77, overlay thickness required is 135 mm. As for the existing component with PCN value 63, overlay thickness required is 189 mm. For rigid pavement, total thiuckness needed by the new pavement is 798 mm, while for overlay the thickness needed is 493 mm.As for drainage, the action for the strategy of drainage is creating a direct channel into the outlets. Obtained 8 channels with different dimension for each channel. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description ABSTRACT Development of airside facilities of Sultan Hasanuddin International Airport, Makassar, South Sulawesi, is needed as solution of traffic enhancement in order to remain able to accommodate movement demand. Development of air side facilities for geometry refers to International Civil Aviation Organization (ICAO), while for the pavement refers to Federal Aviation of America (FAA) section 150-5320-6D and 1505320-6E, as for drainage refers to Manning method. Runway length is obtained by refers to critical aircraft which has the most Aircraft Reference Field Length (ARFL), which is B-739 . After correction by elevation, temperature, and slope, runway length obtained is 3600 m for Maximum Take Off Weight (MTOW) condition for both runway #1 and runway #2. As for the width of runway, aircraft design used is aircraft with the Code Letter E. Runway width <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> obtained is 45 m with shoulders of 7.5 m for both right and left side. As for taxiway dimension is 23 m width with 10,5 m for shoulder. The number of taxiway required is 23 taxiway, consist of 4 entrance taxiway, 13 exit taxiway, 3 parallel taxiway, and 3 apron acces taxiway. As for the apron area, the area needed is 1100 m x 250 m.As for pavement, the total thickness of new flexible pavement needed is 1041 mm.For shoulder total pavement thickness needed is 442 mm. For the existing <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> component with PCN value 77, overlay thickness required is 135 mm. As for the existing component with PCN value 63, overlay thickness required is 189 mm. For rigid pavement, total thiuckness needed by the new pavement is 798 mm, while for overlay the thickness needed is 493 mm.As for drainage, the action for the strategy of drainage is creating a direct channel into the outlets. Obtained 8 channels with different dimension for each channel.
format Final Project
author BRIAN HASBI NIM : 15011125, SYAMSURI
spellingShingle BRIAN HASBI NIM : 15011125, SYAMSURI
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author_facet BRIAN HASBI NIM : 15011125, SYAMSURI
author_sort BRIAN HASBI NIM : 15011125, SYAMSURI
title #TITLE_ALTERNATIVE#
title_short #TITLE_ALTERNATIVE#
title_full #TITLE_ALTERNATIVE#
title_fullStr #TITLE_ALTERNATIVE#
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url https://digilib.itb.ac.id/gdl/view/24453
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