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Ari Kusuma
Fakultas Teknik Sipil Universitas Kristen Indonesia Paulus
Civil Engineering, Building, Construction & Architecture Transportation

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Analisis Kapasitas Landasan Pacu Sultan Hasanuddin International Airport Rency Bunga Palayukan; Rais Rachman; Ari Kusuma
Paulus Civil Engineering Journal Vol 2 No 3 (2020): Volume 2, No.3, September 2020
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v2i3.141

Abstract

Sultan Hasanuddin Makassar International Airport, better known as SHIAM, has the status of a major transit airport, especially for flights to the Eastern Indonesia region. This causes the demand for demand to increase, especially when entering peak hours or during holidays, if the number of aircraft that will act at an airport exceeds capacity it will cause an overload on the Air Traffic Management (ATM) system which makes the quality of service better. given Down, for example there is a delay in the implementation of operations. The research objective is to determine the runway requirements for Boeing 737-900.ER aircraft, runways for Boeing 737-800 aircraft, and runways for Airbus A320 aircraft The results of the research on the design of the Boeing 737-900.ER aircraft meet the need for a long runway, the plan for the Boeing 737-800 aircraft meets a long runway, and the existing runway meets the use of Airbus A320 aircraft.
Analisis Penjadwalan Pembangunan Intake Bendungan Karalloe Paket II Kabupaten Gowa dengan Metode PERT Gita Wulandari Silo; Josefine E Latupeirissa; Ari Kusuma
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (408.681 KB) | DOI: 10.52722/pcej.v3i1.211

Abstract

Perencanaan waktu yang baik sangat dibutuhkan dalam penjadwalan proyek agar dapat dipastikan bahwa perencanaan proyek yang ditetapkan dapat tercapai dengan kesalahan paling kecil namun dengan hasil maksimal dengan mendayagunakan apa yang ada. Sebab itu, periode menjadi salah satu hal penting selain biaya untuk menyelesaikan suatu proyek. Jaringan kerja atau Network Planning adalah suatu cara manajemen dalam perencanaan serta pengendalian suatu proyek, yang menyajiakn jangka waktu pekerjaan suatu aktivitas dan waktu proyek serta menunjukkan keterkaitan masing-masing pekerjaan. Penelitian ini menggunakan modeI PERT (Evaluasi Program dan Teknik Pengulasan). ModeI PERT adaIah cara yang mempunyai tujuan untuk memprediksi berapa Iama sebuah proyek serta menghitung perkiraan kemungkinan waktu yang digunakan. DaIam menghitung besar te (time expectted) dari modeI PERT, membutuhkan informasi a (kejadian optimistic), b (kejadian pesimistik), m (kejadian yang sangat memugkinkan ada). Penelitian dilapangan berguna untuk menghasilkan time schedule. Dengan durasi perhitungan cara PERT, didapatkan durasi pembangunan Bendungan Karalloe Paket II Kabupaten Gowa menggunakan cara PERT. Dari Time Schedule kontraktor didapatkan waktu membangun bendungan sekitar 120 minggu. Pada perhitungan metode PERT didapatkan durasi paling cepat dapat diselesaikan selama 88 Minggu, paling lambat diselesaikan selama 151 Minggu dan paling mungkin diselesaikan selama 128 Minggu.
Produktivitas Peralatan Konstruksi Pada Proyek Jaringan Irigasi D.I Baliase Kanan 2 (Paket IV) Kabupaten Luwu Utara Daktorian Geseng Pongtimbang; Junus Mara; Ari Kusuma
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (420.055 KB) | DOI: 10.52722/pcej.v3i4.331

Abstract

The use of construction equipment is very influential on the work in the world of civil engineering, in this case especially heavy equipment. As an effort to increase agricultural production in South Sulawesi province, the Ministry of Public Works and Public Housing (PUPR) further expanded the irrigation network whose source came from the baliase dam in North Luwu Regency. In the construction of this irrigation network, the work process is still at the stage of scattering and compacting the soil using 4 tools, namely Excavator, Dump Truck, Dozzer, and Vibrator Roller. This research is carried out by quantitative methods by way of direct observation on the ground. Data processing is done to find out the productivity of each tool and see if the equipment used in the soil scattering and compaction work is in sync. Based on the results of the study, excavator productivity was 631,299 m3 / hour, DumpTruck was 335.69 m3 / hour, Dozer 603,405 m3 / hour, and Vibrator Roller 4987.5511 m3 / hour. From the results it can be seen that the productivity on the equipment used is out of sync which results in idle time on some tools, therefore the calculation of tool synchronization is carried out. From the results of calculations obtained that there is an addition of tools on dump trucks as many as 10 units to reduce idle time on construction equipment.
Pemanfaatan Agregat Sungai Messawa Kabupaten Mamasa Dalam Campuran AC-BC Roinaldy Sangle; Alpius; Ari Kusuma
Paulus Civil Engineering Journal Vol 4 No 4 (2022): Paulus Civil Engineering Journal Volume 4 No. 4
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52722/pcej.v4i4.549

Abstract

Aggregate is one of the most needed mixed materials in a pavement layer, therefore aggregate before being used in road pavement mixtures must be examined first for its characteristics, especially in mixed AC-BC concrete. Examination/testing of characteristics is carried out using the Conventional Marshall method based on the General Specifications of Highways 2018, the purpose of the test is to obtain an KAO value, then a test object is made for KAO to obtain a Residual Marshall Stability value. And the results of inspection/testing of the aggregate originating from the Messawa River, Mamasa Regency have met the specified standard specification requirements, that it can be used in the AC-BC mixture. Based on the Conventional Marshall test the Stability, VIM, Flow, VMA and VFB values obtained have met the specification standards. For the Marshall Immersion inspection, the value obtained was 95.24% with an asphalt content of 6%, where this value met the 2018 General Highways Specifications standard
Co-Authors Alpius Daktorian Geseng Pongtimbang Gita Wulandari Silo Josefine E Latupeirissa Junus Mara Rais Rachman Rency Bunga Palayukan Roinaldy Sangle