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All Journal Jurnal Konstruksia Jurnal Infrastruktur CSID Journal of Infrastructure Development (CSID-JID) Arsitekta Jurnal Artesis Jurnal Janata
Andreas, Azaria
Universitas Pancasila
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Engineering Environmental Science Materials Science & Nanotechnology Social Sciences Transportation

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PERENCANAAN PENANGANAN KRISIS AIR BERSIH DI DESA SUKAGALIH, KECAMATAN JONGGOL Ayu Herzanita; Nuryani Tinumbia; Azaria Andreas
Jurnal JANATA Vol 3 No 1 (2023): Jurnal Janata
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/janata.v3i1.5175

Abstract

Kebutuhan akan air bersih menjadi salah satu permasalahan khususnya pada daerah-daerah yang memiliki frekuensi hujan relatif jarang terjadi dalam setiap tahunnya. Krisis air yang terjadi akan secara langsung berdampak pada aktivitas warga, karena hampir seluruh kegiatan sehari-hari tidak lepas dari penggunaan air bersih. Hal tersebut juga terjadi di Desa Sukagalih, Kecamatan Jonggol yang memiliki curah hujan tahunan dengan kategori menengah (100-300 mm/ tahun). Kampung Leuwijati yang merupakan salah satu kampung di Desa Sukagalih, kebutuhan air bersih bergantung dari mata air yang berjarak ± 300 meter dari lokasi pemukiman warga. Di sisi lain, penggunaan selang air untuk mengalirkan air dari mata air menuju rumah warga juga turut serta menambah permasalahan distribusi air bersih tersebut akibat sering terjadinya kebocoran. Hasil pengumpulan data dan identifikasi permasalahan di lapangan kemudian dianalisa dan menghasilkan rekomendasi sebagai berikut. Untuk menanggulangi permasalahan krisis air bersih akan dilakukan penambahan tangki air di dekat mata air dan di dekat perumahan warga, serta mengganti selang air dengan pipa berukuran 2 inch. Dengan perencanaan ini, diharapkan akan mengurangi terjadinya kekurangan air bersih di kampung tersebut.
CONSTRUCTION PROJECT CONTROL ANALYSIS USING EARNED VALUE MANAGEMENT, EARNED SCHEDULE MANAGEMENT, EARNED DURATION MANAGEMENT Azaria Andreas; Nuryani Tinumbia; Erica Anggraini
Jurnal Infrastruktur Vol 9 No 2 (2023): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v9i2.4943

Abstract

Appropriate control methods are needed to anticipate potential problems and make construction projects better managed to improve efficiency, productivity, and quality of work. Earned Value Management (EVM) experienced problems in predicting duration because it used two scopes, namely cost and schedule. Then there is Earned Schedule Management (ESM) which monitors project performance through project schedules, but in its application ESM still uses variable costs for its indicators. To make up for the shortcomings of EVM and ESM, another method was developed by Khamooshi and Golafshani, namely Earned Duration Management (EDM) a method for measuring or estimating duration by separating the dimensions of schedule and cost. The purpose of this study is to determine the inaccuracies of the control methods of EVM and ESM in estimating EAC (Estimated At Completion) so that it requires EDM to estimate it. In this research, data collection was carried out in weeks 32 to 59. The data collected in the field was actual project work progress data, actual project financial data, and master plan data. The analysis of Schedule Varian (SV) and Schedule Varian time SV(t) variants shows negative values that result in an estimate of the final duration of the project that is late from the plan inversely proportional to dv which is positive value, meaning that the project is in accordance with the plan. Then the Schedule Performance Index (SPI) and Schedule Performance Index time SPI(t) show a value that is less than one which indicates the project is slower than scheduled, in contrast to the DPI it produces a value equal to one which means the project is in accordance with the plan. The EDM method generates an accurate trend in providing an assessment of the performance of project execution time compared to EVM and ESM. The contribution from research results comparing 3 methods shows that the EVM method produces anomalies in schedule control analysis, so that these deficiencies can be directed towards using the ESM method. while the EDM method, which is less familiar, is more appropriate for use in certain construction cases such as analysis of determining the amount of a claim.
ANALYSIS OF DETERMINING THE WALKABILITY INDEX IN EDUCATIONAL AREA Tinumbia, Nuryani; Rachmawati, Nia; Andreas, Azaria; Meutia, Wita; Putri, Aulia Salsabila; Fernando, Bryan Ezra
Jurnal Infrastruktur Vol 10 No 1 (2024): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v10i1.5776

Abstract

The educational area like campus is one of the urban areas that generate or attract pedestrian movements. Providing pedestrian facilities in this area is crucial and needs to be noticed by relevant stakeholders. The objective of this study is to assess pedestrian facilities in the Universitas Pancasila Campus area by applying the Walkability Index methodology. Primary data consists of pedestrian facilities inventory data inventory data and walkability assessments through field surveys, pedestrian perception data through distributing questionnaires by online. It is intended that this study will give any recommendation, particularly with enhancing the neighbourhood around the campus for pedestrians. The Walkability Index results for the Universitas Pancasila campus area show that all surveyed routes are in the quite good (average index value of 54.38), this means that the provision of pedestrian facilities in this campus area is quite adequate. The campus needs to focus on three characteristics going forward: the availability of crossing facilities, facilities for the disabled, and supporting facilities, according to the parameter score that was achieved.
LANDFILL STABILITY ANALYSIS USING CORRUGATED CONCRETE SHEET PILE (CCSP) WITH PLAXIS 2D V22 SOFTWARE Jumadi, Kardina; Dofir, Akhmad; Andreas, Azaria; Tinumbia, Nuryani
Jurnal Infrastruktur Vol 10 No 1 (2024): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v10i1.5992

Abstract

Landfill in road projects requires a stable condition before it can be continued on further work. The stability factor of the landfill depends on the bearing capacity of the subgrade, the shear strength of the soil, the planned elevation, and the angle of inclination of the landfill. This research is located on one side of the Jagorawi Toll road and the Bogor Outer Ring Road, near the South Sentul Toll exit gate. The results of the soil investigation obtained a clay type soil classification at a depth of 0 – 13 m (N-SPT value 3-5). Initial analysis shows the need for landfill height, varies along the road (ranging 4.9 m - 2.4 m). The purpose of this research is to compare the stability of the landfill in the following 2 conditions, 1st condition from STA 1+789 – STA 1+850 (4.9 m height of landfill) using Corrugated Concrete Sheet Pile (CCSP) reinforcement on the left and right of the road side with a 2 m deep geotextile layer, and 2nd condition from STA 1+850 – STA 1 +950 (2.4 m height of landfill) does not use any reinforce. The research approach uses quantitative descriptive, research data including other soil classifications, bor logs, N-SPT values, soil properties from samples (C, Ø, γ, etc.) taken from the site. Apart from that, data on the geotextile and CCSP parameters that will be used is also needed. Analysis was carried out using the Finite Element approach and Plaxis 2D V22 software. The results show that in 1st condition, the safety factor value is 3.7, where the reinforcement system provided is able to withstand 3.7x the working load (vehicles and active soil). Meanwhile, on the 2nd condition produces a safety factor value of 5.2. The analysis results show that these 2 areas have a safety factor that exceeds the existing literature requirements, namely 1.5.
ANALISIS IDENTIFIKASI KONDISI STRUKTUR BANGUNAN Azaria Andreas; Ayu Herzanita; Resti Nur Arini
Jurnal JANATA Vol 3 No 2 (2023): Jurnal Janata
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/janata.v3i2.6131

Abstract

In order to carry out maintenance and upkeep activities, the first thing that must be done is to identify the condition of the building while paying attention to the various causes of damage that occurs and plans for future use of the building. The Master of Management Building, Faculty of Economics and Business, Pancasila University is a building that is more than 20 years old and requires repairs. Structural damage investigations are needed to assess building damage to determine the level of damage as an initial step in the process of identifying the level of building damage. This activity aims to assess the level of damage at the case study location. The initial stage of assessing the level of damage is carried out by carrying out visual observations of all building components. This research uses a descriptive qualitative approach which focuses on identifying the condition of the building structure. The data collection process was carried out by field observation and interviewing respondents (staff, employees, lecturers, work units at the study location, and faculty leaders) to find out the building's previous function and future plans. Analysis of the condition of the building structure and formulation of follow-up recommendations is prepared by involving experts (building structural experts). The research results showed that from visual observations, no damage was found, especially to the structural elements of the building. However, to plan to restore the building's function, a number of follow-up efforts are required, such as carrying out tests using the Non-Destructive Test (NDT) method, strengthening several structural elements including installing foundations on additional structural parts, and replacing the shape and material of the roof covering.
PERENCANAAN BANGUNAN KLINIK PASCA GEMPA CIANJUR (STUDI KASUS: KLINIK BIDAN KELURAHAN CIBULAKAN, KAB. CIANJUR) Azaria Andreas; Irfan Ihsani; Resti Nur Arini; Fadli Kurnia; Ayu Herzanita
Jurnal JANATA Vol 4 No 1 (2024): Jurnal Janata
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/janata.v4i1.6830

Abstract

The potential for earthquakes in Indonesia is caused by 2 conditions, namely, Indonesia's location which is located on the Pacific ring of fire, and Indonesia's location which is located at the meeting point of 3 active tectonic plates. The Cianjur earthquake in 2022 was a shallow crustal tectonic earthquake that occurred at a depth of around 10 km with a strength of 5.6 Mw. This main earthquake was followed by 140 aftershocks with strengths ranging from 1.2 to 4.2 Mw. Seeing the large potential for earthquakes in Indonesia, the Ministry of Public Works in 2006 issued guidelines for earthquake resistant building design. The earthquake also had an impact on the midwife clinic located in Cibulakan Urban Village. Where when an earthquake occurs, the building immediately collapses and is razed to the ground. Until 2024, the midwife clinic building will still not be erected and medical activities will be carried out in residential homes. Therefore, this research intends to carry out planning and construction of a 40 m2 building for medical activities. The design of the midwife clinic building takes the philosophy of earthquake-resistant houses built in earthquake-prone areas. One of the building concepts that must be applied in areas prone to earthquake disasters is building structural materials that are relatively lighter than materials in general, but still have sufficient strength. The results of the analysis show that building a midwife clinic costs Rp. 57,277,690 includes tax with a construction time of 32 calendar days.
IMPLEMENTASI PENANGANAN KRISIS AIR BERSIH DI DESA SUKAGALIH, KECAMATAN JONGGOL Ayu Herzanita; Azaria Andreas; Nuryani Tinumbia; Dwi Ariyani
Jurnal JANATA Vol 4 No 1 (2024): Jurnal Janata
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/janata.v4i1.6841

Abstract

The clean water crisis that occurred on the island of Java was predicted 10 years ago. The increasing population plus an inadequate water distribution network system is the root of the clean water problem in Sukagalih Village, Jonggol District. On the other hand, the water discharge produced by springs always fluctuates according to changing seasons. This research aims to plan a clean water system network that connects springs with water collection points in Hamlet 2, Sukagalih Village. The objectives of this research include analyzing the water pipe route alignment, analyzing the costs and duration of work implementation, and implementing the planning results into real construction in the field. The research method used is construction planning based on the last planner system (LPS). This approach is chosen so that the planning process can take place flexibly and can be updated following developments in conditions in the field. The research results show that the costs required to carry out the work are Rp. 14,710,000. Meanwhile, the time required to complete this work is 8 weeks (2 months). Specifically for pipe installation work, it takes 3 weeks. The results of checking the system that was built went well and water from the spring flowed smoothly to the planned water collection point using a water torrent.
PEMBERDAYAAN IBU PKK DESA SUKAGALIH MELALUI PELATIHAN PEMBUATAN BUMBU SIAP SAJI Chairani, Laela; Andreas, Azaria; Herzanita, ayu
Jurnal JANATA Vol 4 No 2 (2024): Jurnal Janata
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/janata.v4i2.8101

Abstract

Desa Sukagalih yang terletak di Kecamatan Jonggol, Kabupaten Bogor, Provinsi Jawa Barat, memiliki sekkitar 25,4% KK yang masuk ke dalam kategori keluarga miskin. Perlu adanya upaya penggalian potensi dari Masyarakat Desa Sukagalih untuk meningkatkan perekonomiannya. Adanya pereubahan kehidupan yang serba cepat cepat sekarang ini, memasak dalam waktu singkat menjadi jalan keluar yang praktis dan efektif. Solusi yang ditawarkan adalah dengan adanya produksi bumbu siap pakai sehingga dapat mempersingkat waktu memasak. Kondisi ini menciptakan peluang besar untuk memproduksi bumbu siap pakai. Jenis bumbu yang akan diproduksi terdiri dari bumbu dasar putih, bumbu dasar merah dan bumbu dasar kuning. Tujuan dari kegiatan ini adalah pemberdayaan ibu rumah tangga Desa Sukagalih dalam bentuk pelatihan pembuatan produk bumbu siap pakai. Pelatihan yang dilakukan kepada Ibu PKK Desa Sukagalih antara lain pelatihan proses pembuatan bumbu dan pemasaran produk yang akan dijual. Hasil dari kegiatan ini didapatkan bahwa adanya peningkatan pengetahuan ibu PKK terkait proses pembuatan bumbu dan pemasaran produk, dapat terlihat dari hasil pre-test 80,5% peserta dapat menjawab benar seluruh soal dan untuk post-test sebanyak 88,7%.
ANALISIS PENGENDALIAN PROYEK KONSTRUKSI MENGGUNAKAN METODE EARNED VALUE DAN EARNED SCHEDULE, SERTA MANAJEMEN MATERIAL: Studi Kasus di Proyek Rancang Bangun Rumah Susun Stasiun Tanjung Barat Salsabilla, Kesha; Andreas, Azaria
Jurnal ARTESIS Vol. 3 No. 2 (2023): JURNAL ARTESIS
Publisher : Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/artesis.v3i2.5918

Abstract

Dalam pelaksanaannya suatu proyek konstruksi memerlukan manajemen waktu dan biaya untuk mengendalikan proyek agar tercapainya pelaksanaan proyek yang memiliki nilai efisiensi, kinerja, dan yang lebih baik. Metode pengendalian pda penelitian ini ialah Metode Earned Value dan Earned Schedule. Metode Earned Value dapat memberikan peramalan durasi akhir proyek menggunakan ruang lingkup biaya dan waktu, sedangkan Metode Earned Schedule memiliki unsur utama dalam analisisnya menggunakan jadwal proyek sebagai alat ukur efisiensi kinerja proyek yang berbasis waktu. Penelitian ini bertujuan untuk mengetahui faktor penyebab Proyek Rancang Bangun Rumah Susun Stasiun Tanjung Barat mengalami keterlambatan, menganalisa pencapaian kinerja pelaksanaan proyek dengan peramalan durasi akhir proyek dapat terselesaikan dengan perbandingan dari dua metode pengendalian, dan penerapan manajemen material proyek. Hasil wawancara bersama dengan Manager Engineer dapat disimpulkan bahwa dari total 43 variabel faktor penyebab keterlambatan proyek ditemukan 31 variabel berpengaruh terhadap kinerja waktu proyek. Berdasarkan hasil perhitungan pada Metode Earned Value estimasi durasi akhir pelaksanaan proyek pada perhitungan EAC(t) di minggu ke-312 selesai di minggu ke-342 dimana sesuai dengan perencanaan. Sedangkan pada Metode Earned Schedule estimasi durasi akhir pelaksanaan proyek pada perhitungan IEAC(t) di minggu ke-312 selesai di minggu ke-340 dengan 2 minggu lebih cepat dari perencanaan. Tren grafik perhitungan SV dan SV(t) menghasilkan nilai positif menunjukkan durasi akhir pelaksanaan lebih cepat dari perencanaan, sedangkan tren grafik perhitungan SPI dan SPI(t) menghasilkan >1 menunjukkan durasi akhir pelaksanaan pada minggu kontrol lebih cepat dari perencanaannya. Sehingga Metode Earned Schedule dinilai lebih akurat dalam memberikan penilaian kinerja terhadat estimasi durasi Proyek.
ANALISIS PERBANDINGAN VOLUME DAN BIAYA PADA PEKERJAAN ARSITEKTUR : Studi Kasus Proyek Apartement The Spring Residences Ciputat Agustin, Atika; Plamonia, Nicco; Andreas, Azaria
Jurnal ARTESIS Vol. 3 No. 2 (2023): JURNAL ARTESIS
Publisher : Universitas Pancasila

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/artesis.v3i2.5926

Abstract

Pembangunan sebuah proyek diperlukan perencanaan yang baik dengan mempertimbangkan waktu yang efisien, biaya yang efisien dan mutu yang berkualitas sehingga didapat suatu proyek konstruksi yang ekonomis, serta dapat diperhitungkan untuk melakukan sebuah pembangunan proyek agar tidak terjadi adanya perselisihan nilai estimasi yang signifikan dari anggaran yang disusun. Estimator dituntuti mempunyaii keahliani dalam perhitungani volume pekerjaan, penilaiani proyek konstruksi, dan keahliani spesifiki lainnya yang tidak lepas dari bantuan software yang berhubungan dengan perhitungan, pengolahan, dan penyajian data. Tujuan penelitian ini untuk menganalisis perbandingan perhitungan volume dan total biaya pada pekerjaan arsitektur menggunakan Software Autocad dengan Software Planswift dan menganalisis pemilihan metode yang lebih efisien antara Software Autocad atau Software Planswift dari segi waktu,biaya dan user. Metode penelitian dengan melakukan perhitungan quantity pekerjaan pada software autocad dan software planswift pada studi kasus proyek Apartement The Spring Residences Ciputat ini berlokasi di Jl. Otista Raya No.23, Kecamatan Ciputat Kota Tanggerang Selatan, Banten 15311. Proyek ini terdiri dari 24 lantai sedangkan perhitungan sebanyak 10 lantai. Selisih hasil perhitungan volume antara software autocad dan software planswift sebesar 546,21 m2 atau 1,16% untuk pekerjaan dinding dan lantai sebesar 274,61 m2 atau 8,26 %, dan pekerjaan plafond 23,83 m2 atau 0,35%. Total selisih biaya pekerjaan arsitektur sebesar Rp.168.677.357 dimana biaya ini lebih besar software autocad dibandingkan software planswift.
Co-Authors Abd Karim, Saipol Bari Bin Agustin, Atika Akhmad Dofir Anggina Sandy Sundari Arini, Resti Nur Atika Agustin Aulia, M. Hifzhil Ayu Herzanita Dwi Ariyani Dwi Ariyani Erica Anggraini Fadli Kurnia Fernando, Bryan Ezra Herawati Zetha Rahman Herawati Zetha Rahman Imam Hagni Puspito Irfan Ihsani Jiwa Osly, Prima Jonbi Jumadi, Kardina Kurnia, Fadli Laela Chairani Lestari, Rini Trisno Marlay Yuze Meutia, Wita Mohammed Ali Berawi Nabilla, Tasya Nia Rachmawati Nicco Plamonia Nina Kade Nirmala Nirmala, Nina Kade Nuryani Tinumbia Nuryani Tinumbia Nuryani Tinumbia, Nuryani Perdana Miraj Perdana Miraj Sejatiguna Perdana Miraj Sejatiguna Plamonia, Nicco Putri, Aulia Salsabila Rahma Azzahra, Afifah Rahman, Hera Zetha Rayhan Mahesa Kurnia Rini Trisno Lestari Riza Darma Putra Salsabilla, Kesha Sejatiguna, Perdana Miraj Simanjuntak, Fransisca Ruthriana Vikha Nindya Putri Aztari Wita Meutia Yohanes Ruff, Yosafat