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Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 257 Documents
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ANALISIS TARIF BERDASARKAN BIAYA OPERASI KENDARAAN (BOK) PENGOPERASIAN ANGKUTAN ANTAR JEMPUT (CARPOOLING) BAGI SISWA SEKOLAH DI KOTA DENPASAR Dewa Ayu Nyoman Sriastuti; A. A. Rai Asmani K; Luh Kade Datrini
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.8.2.1399.182-199

Abstract

ABSTRACT The school shuttle is expected to reduce the use of private vehicles by parents that cause congestion around the school, and help parents who have difficulty arranging time to deliver their children, because their work schedules are often not in accordance with the time to deliver pick up the child the existence of this shuttle can meet the interests of the government as the policy holder (regulator), manager as operational implementer (operators) and the community especially parents of students as service users (users), it is necessary to do further tariff analysis to get rates that are in line with Vehicle Operating Costs. In this study secondary data obtained from the transport business manager by filling blank forms in the form of a list of direct and indirect costs of the vehicle. Then the analysis for tariff calculation based on vehicle operating costs: the basic tariff is IDR.28,815/Pnp and a rate of 15% profit is IDR.33,137/Pnp. Keywords: transportation, tariff, vehicle operating costs ABSTRAK Angkutan antar jemput sekolah diharapkan dapat mengurangi penggunaan kendaraan pribadi oleh para orang tua siswa yang menyebabkan kemacetan di sekitar sekolah, serta membantu para orang tua siswa yang mengalami kesulitan mengatur waktu untuk mengantar jemput anaknya, karena jadwal kerjanya yang sering tidak sesuai dengan waktu untuk mengantar jemput anak. Keberadaan angkutan antar jemput ini dapat memenuhi kepentingan antara pemerintah sebagai pemegang kebijakan (regulator), pengelola sebagai pelaksana operasional (operator) dan masyarakat khususnya orang tua siswa sebagai pengguna jasa (user), maka perlu dilakukan analisis tarif lebih lanjut untuk mendapatkan tarif yang sesuai dengan Biaya Operasional Kendaraan. Pada penelitian ini data sekunder didapat dari pengelola usaha angkutan dengan pengisian blangko berupa daftar isian biaya-biaya langsung dan biaya-biaya tak langsung kendaraan. Selanjutnya dilakukan analisis data untuk perhitungan tarif berdasarkan Biaya Operasional Kendaraan, yaitu: tarif pokok didapatkan sebesar Rp.28,815/Pnp dan tarif dengan keuntungan (margin) 15% didapatkan sebesar Rp.33,137/Pnp. Kata kunci: angkutan, tarif, biaya operasi kendaraan.
PELAKSANAAN SISTEM LONCAT 2 LANTAI UNTUK GEDUNG BERTINGKAT RANGKA BAJA Koespiadi Koespiadi; Vito Adivta Nugraha; MHP Primasita; Dimas Bagas S.A
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.8.2.1400.200-212

Abstract

The construction of the 2-story jump system is an alternative to the construction of steel frame buildings. In this study an analysis was carried out on a 10-story steel frame building using a comparative method between 2 systems namely the 2-story jump system and Conventional Systems. The research method used is to compare between 2 systems, where in the initial stages a modeling of a 10-story steel building to get a steel frame building design, followed by an analysis of completion time for each system, and control of buckling in the column for a 2-story jump system. In accordance with the analysis, it was found that the implementation of the construction of a 10-story steel frame building with the 2-story jump system takes 62.97 days, whereas with the conventional system takes 74.68 days or the 2-story jump system is 11.71 days faster or 84.32% of the time of the implementation of conventional systems. Pelaksanaan pembangunan dengan Sistem Loncat 2 Lantai merupakan alternatif untuk pelaksanaan pembangunan gedung rangka baja. Pada penelitian ini dilakukan analisis pada gedung rangka baja 10 lantai dengan menggunakan metode komparasi antara 2 sistem yaitu sistem loncat 2 lantai dan sistem konvensional. Metode penelitian yang dilakukan adalah membandingkan antara 2 sistem, dimana pada tahap awal dilakukan pemodelan gedung rangka baja 10 lantai untuk mendapatkan desain gedung rangka baja, dilanjutkan dengan analisis waktu penyelesaian untuk masing masing sistem, dan kontrol terhadap bahaya tekuk pada kolom untuk sistem loncat 2 lantai. Sesuai dengan analisis, didapatkan bahwa dengan sistem pelaksanaan pembangunan gedung rangka baja 10 lantai dengan sistem loncat 2 lantai memerlukan waktu 62.97 hari, sedangkan dengan sistem konvensional memerlukan waktu 74.68 hari atau sistem loncat 2 lantai lebih cepat 11.71 hari atau 84.32% dari waktu pelakasanaan sistem konvensional.
ANALISA PELAKSANAAN MANAJEMAN ASET INFRASTRUKTUR GEDUNG DEWI SARTIKA UNIVERSITAS NEGERI JAKARTA Muhammad Haristo Rahman; Irika Widiasanti
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.8.2.1401.156-168

Abstract

ABSTRACT Infrastructure asset management is implemented to encourage the optimization of managing public assets. Implementation of asset management in the public sector is said to be important enough to be a reference in the management of its assets. Infrastructure Assets Dewi Sartika Building as State Property that collapses to support the implementation of the existing lecture process. This paper is expected as an evaluation of Infrastructure Asset Management of Dewi Sartika Building at Jakarta State University by analyzing 13 asset management cycles that become the guidance of asset management ie Planning aspect; Procurement; Use; Utilization; Security and maintenance; Assessment; Alienation; Destruction; Removal; Administration; and coaching to optimize the building of Dewi Sartika as supporting activity in UNJ campus. This qualitative research uses descriptive methodology through interview technique with related parties with Dewi Sartika building as research object. Keywords: asset management, building infrastructure, asset management aspect ABSTRAK Manajemen aset Infrastruktur dilaksanakan guna mendorong optimalisasi mengelola aset-aset publik. Penerapan manajemen aset di sektor publik dikatakan cukup penting menjadi acuan dalam pengelolaan asetnya. Aset Infrastruktur Gedung Dewi Sartika Sebagai Barang Milik Negara yang peruntuhkan untuk penunjang pelaksanaan proses perkuliahan yang ada. Tulisan ini diharapkan sebagai evaluasi Manajemen Aset Infrastruktur Gedung Dewi Sartika di Universitas Negeri Jakarta dengan menganalisisa 13 siklus manajemen aset yang menjadi pedoman pengelolaan aset yakni aspek Perencanaan; Pengadaan; Penggunaan; Pemanfaatan; Pengamanan dan pemeliharaan; Penilaian; Pemindahtanganan; Pemusnahan; Penghapusan; Penatausahaan; dan pembinaan guna optimalisasi gedung Dewi Sartika sebagai penunjang aktivitas di kampus UNJ. Penelitian Kualitatif ini menggunakan metodologi deskriptif melalui teknik wawancara dengan pihak-pihak terkait dengan gedung dewi sartika sebagai objek penelitian. Kata kunci: manajemen aset, infrastruktur gedung, aspek manajemen aset
KAJIAN PENGENDALIAN GENANGAN MELALUI PENYUSUNAN DATABASE BERBASIS GIS PADA JARINGAN SUNGAI DI KOTA KUALA KAPUAS Henry Henry; Rony Riduan; Mahmud Mahmud
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.8.2.1402.169-181

Abstract

ABSTRACT The dynamic development of Kuala Kapuas City followed by rapid population development requires a city planning and development that takes into account various aspects including the possibility of inundation in several locations. The objective of this study was to compile a database on rivers in the Kuala Kapuas city based on GIS. Getting the inundation areas and priority handling on rivers in the city of Kuala Kapuas based on the GIS database. The scope of the problem under study is the identification of river conditions in the City of Kapuas, mapping the potential for inundation on river banks within the city of Kuala Kapuas, creating a GIS-based database with secondary data for river data bases only in the city of Kuala Kapuas. Conclusions through research conducted successfully created a GIS database information system that can provide data to determine the potential for inundation in areas within the city of Kuala Kapuas and their handling measures. A database was created which could also provide information on the area of inundation areas and recommendations for river management in the Kuala Kapuas City area. Through field data analysis and QGIS databases on the map, it can be seen the area of the area as well as the actions taken based on the location of the village, so it can be determined the size of small, medium and large handling areas in the city of Kuala Kapuas. Potential areas of inundation that occur are 420 Ha in the Selat Hulu Village in the Selat District, 691 Ha in the Selat Dalam Village in the Selat District, 1260 Ha in Pulau Telo Baru Village in the Selat District, 1371 Ha in the North Selat Village in the Selat District, 2357 Ha in the Mostat Bay Village Pulau Petak District, and 2039 Ha in Besarang Village, Besarang District. Most of inundation occur in slums with medium and large treatment priorities. Keywords: database, GIS, inundation ABSTRAK Perkembangan Kota Kuala Kapuas yang dinamis diikuti oleh perkembangan penduduk yang cepat memerlukan suatu perencanaan dan pengembangan kota yang memperhatikan berbagai aspek termasuk kemungkinan terjadinya genangan pada beberapa lokasi. Tujuan penelitian ini adalah untuk menyusun database pada sungai sungai di kota Kuala Kapuas berbasis GIS. Mendapatkan luas daerah genangan dan prioritas penanganan pada sungai di kota Kuala Kapuas berdasarkan database GIS. Lingkup masalah yang diteliti adalah identifikasi kondisi sungai dalam Kota Kapuas, memetakan potensi genangan di bantaran sungai dalam kota Kuala Kapuas, membuat data base berbasis GIS dengan data sekunder untuk data base sungai hanya di kota Kuala Kapuas. Kesimpulan melalui penelitian yang dilakukan berhasil dibuat sebuah system informasi database GIS yang bisa memberikan data untuk mengetahui potensi terjadinya genangan pada areal dalam kota Kuala Kapuas serta tindakan penanganannya. Berhasil dibuat sebuah database yang juga dapat memberikan informasi luas area tergenang serta rekomendasi tindakan penanganan sungai dalam area Kota Kuala Kapuas. Melalui analisa data lapangan dan database QGIS di peta yang dibuat dapat diketahui luasan area serta tindakan penanganan yang dilakukan berdasarkan lokasi desa/kelurahan, sehingga dapat ditentukan luas daerah penanganan kecil, sedang dan besar di kota Kuala Kapuas. Potensi luas genangan yang terjadi adalah 420 Ha di Desa Selat Hulu Kecamatan Selat, 691 Ha di Desa Selat Dalam Kecamatan Selat, 1260 Ha di Desa Pulau Telo Baru Kecamatan Selat, 1371 Ha di Desa Selat Utara Kecamatan Selat, 2357 Ha di di Desa Teluk Palinget Kecamatan Pulau Petak, dan 2039 Ha di Desa Besarang Kecamatan Besarang. Sebagian besar genangan terjadi dikawasan kumuh dengan prioritas penanganan sedang dan besar. Kata kunci: database, GIS, genangan
ANALISIS RISIKO KRITERIA INVESTASI PADA MODEL ALIRAN KAS PROYEK PERUMAHAN DI DAERAH PERBATASAN KABUPATEN/KOTA DENPASAR Ni Komang Armaeni; I Wayan Jawat; I Kadek Merta Wijaya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.8.2.1408.234-244

Abstract

The cash flow Model of investment projects in the field of housing is attractive to be observed, thus several most rational alternative can be selected. Conditions in the border area of Denpasar city has not found any research on investment risk analysis in the field of housing. Therefore, this research is very important to implement so that it can give consideration to the investor in investing. The objective of this research is to determine the project cash flow model on the housing investment in border area of Denpasar City. Data collection process begins with survey data in the office of REI (Real Estate Indonesia) Bali branch and developers of housing projects in border area of Denpasar City. Data collection using questionnaire and developer as the respondents. The analysis was carried out on two investment models namely model 1 (100% loan capital) and model 2 (30% own capital and 70% loan capital), while the investment valuation control uses NPV and BCR with the risk analysis using the @risk program. The analysis shows that Model 1 does not meet the investment criteria because the value of NPV 1, so it is eligible to be chosen. The results of the risk analysis with the @risk program for model 2 has a probability of NPV > 0 is 76.4% and the probability of BCR > 1 is 77.1%. This means that the cash flow model has the greatest opportunity to obtain greater profits. Model aliran kas proyek investasi di bidang perumahan menarik untuk diamati, sehingga beberapa alternatif investasi yang paling rasional dapat dipilih. Untuk kondisi di daerah perbatasan Kota Denpasar belum ditemukan adanya kajian tentang analisis risiko investasi dalam bidang perumahan. Oleh karena itu penelitian ini sangat penting untuk dilaksanakan sehingga dapat memberikan pertimbangan kepada investor dalam berinvestasi. Tujuan pada penelitian ini adalah untuk mengetahui model aliran kas proyek pada investasi perumahan di daerah perbatasan Kota Denpasar. Proses pengumpulan data diawali dengan survey data di kantor REI (Real Estate Indonesia) cabang Bali dan beberapa pengembang proyek perumahan di daerah perbatasan Kota Denpasar. Pengumpulan data menggunakan kuisioner dan pengembang sebagai respondennya. Analisis dilakukan terhadap dua model investasi yaitu model 1 (100% modal pinjaman) dan model 2 (30% modal sendiri dan 70% modal pinjaman), sedangkan kontrol penilaian investasi menggunakan NPV dan BCR dengan analisis risikonya menggunakan program @risk. Hasil analisis menunjukkan bahwa model 1 tidak memenuhi kriteria investasi, karena nilai NPV < 0 dan BCR < 1, sehingga tidak layak untuk dipilih. Model 2 memiliki nilai NPV > 0 dan BCR > 1, sehingga layak untuk dipilih. Hasil analisis risiko dengan program @risk untuk model 2 memiliki nilai probabilitas NPV > 0 sebesar 76.4% dan probabilitas BCR > 1 sebesar 77.1%. Hal ini berarti bahwa aliran kas model tersebut memiliki peluang paling besar untuk memperoleh keuntungan yang lebih besar.
ANALISIS UJI KUAT TEKAN DAN UJI DAYA SERAP AIR PADA BATAKO DARI PEMANFAATAN TAILING LAHAN BEKAS PENAMBANGAN TIMAH Boy Dian Anugra Sandy; Guskarnali Guskarnali; Robby Gus Mahardika
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.8.2.1409.213-221

Abstract

To reduce the negative impacts of tin tailings, better management is needed by optimizing the utilization. One effort that can be done is by increasing its use as a building material in the form of concrete brick. The research area is located at the former mining location in Merawang District, Bangka, Bangka Belitung Islands Province. This study aims to find out in detail about the compressive strength test and water absorption test of the concrete brick from the utilization of tin tailings taken from 6 locations of the former tin mine. The highest compressive strength test results obtained 59.87 kg/cm2 and the smallest absorption capacity of 3.67% in samples 4. From these data it can be seen that the brick from tin tailings can be used for building construction materials. The results of this study can provide information for the use of tin tailings as building construction materials in Merawang District, in supporting development programs as well as handling environmental problems. Untuk mengurangi dampak negatif dari tailing timah, maka perlu pengelolaan yang lebih baik dengan memanfatkan kembali secara optimal. Salah satu upaya yang dapat dilakukan dengan meningkatkan kegunaannya sebagai bahan bangunan berupa batako. Daerah penelitian terletak pada lokasi bekas penambangan di Kecamatan Merawang, Kabupaten Bangka, Propinsi Kepulauan Bangka Belitung. Penelitian ini betujuan mengetahui secara detail mengenai uji kuat tekan dan uji daya serap air pada batako dari pemanfaatan tailing timah yang diambil dari 6 lokasi bekas tambang timah. Diperoleh hasil uji kuat tekan terbesar 59.87 kg/cm2 dan daya serap terkecil 3.67% pada sampel 4. Dari data tersebut dapat dilihat bahwa batako dari tailing timah bisa digunakan untuk bahan konstruksi bangunan. Hasil dari penelitian ini dapat memberikan informasi untuk pemanfaatan tailing timah sebagai bahan konstruksi bangunan di Kecamatan Merawang, dalam mendukung program pembangunan sekaligus penanganan masalah lingkungan.
STUDI PENGGUNAAN VARIASI CAMPURAN METERIAL PLASTIK JENIS HIGH DENSITY POLYETHYLENE (HDPE) PADA CAMPURAN BERASPAL UNTUK LAPIS AUS AC-WC (ASPHALT CONCRETE WEARING COURSE) Suprayitno Suprayitno; Sri Wiwoho Mudjanarko; Koespiadi Koespiadi; Arthur Daniel Limantara
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 2 (2019)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.8.2.1410.222-233

Abstract

Roads with flexible pavement use asphalt as a binding aggregate so that it is much in demand rather than rigid pavement. Road infrastructure requires ongoing maintenance. The use of plastic packaging cannot be separated in everyday life. HDPE is a high density polyethylene. Based on the problem of the amount of used plastic waste currently available, this research is needed to find out how well the pavement uses the use of HDPE plastic as a mixed plastic waste. After testing in the laboratory and analyzing it according to the General Specifications of the Highway for normal composition without a plastic mixture of 0%, the asphalt content that meets all the requirements is estimated at asphalt level between 5.6% - 6%. From the results of the study with 4 different compositions, it was found that the optimal asphalt content composition of HDPE plastic mix 0%, 4%, 8% and 12% that meet the VIM and Stability obtained optimal 8% HDPE plastic mixture with an optimal asphalt content of 4.45%. Jalan dengan perkerasan lentur menggunakan aspal sebagai pengikat agregat sehingga banyak diminati daripada perkerasan kaku. Infrastruktur jalan membutuhkan pemeliharaan bersifat berkelanjutan. Penggunaan kemasan plastik tidak bisa dipisahkan dalam kehidupan sehari-hari. HDPE adalah polietilena berdensitas tinggi. Berdasarkan masalah jumlah sampah plastik bekas yang ada sekarang, penelitian ini diperlukan untuk mengetahui seberapa baik perkerasan menggunakan penggunaan jenis plastik HDPE sebagai limbah plastik campuran. Setelah menguji di laboratorium dan menganalisanya sesuai dengan Spesifikasi Umum Jalan Raya untuk komposisi normal tanpa campuran plastik 0%, kadar aspal yang memenuhi semua persyaratan diperkirakan tingkat aspal antara 5.6% - 6%. Dari hasil penelitian dengan 4 komposisi berbeda diperoleh komposisi konten aspal optimal campuran plastik HDPE 0%, 4%, 8% dan 12% yang memenuhi VIM dan Stabilitas diperoleh campuran plastik HDPE 8% optimal dengan kadar aspal optimal 4.45%.
ANALISIS PEMBIAYAAN INVESTASI PADA PEMBANGUNAN PERUMAHAN TAMAN KARANGBAHAGIA TAHAP 1 KABUPATEN BEKASI, JAWA BARAT Rossy Khairinisa; I Nyoman Dita Pahang Putra; Anna Rumintang
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 1 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.9.1.1479.1-10

Abstract

In the development planning of a project, a financial analysis is needed that indicates the investment process of the project is feasible. One of the most important aspects of the investment process is the composition of financing. Funding can be divided into two, namely from loans and equity. The study was conducted on the Karangbahagia Park Housing development project in Bekasi, West Java. The purpose of this study was to determine the sensitivity of three different financing compositions. This research was conducted using the Discounted Cash Flow method to calculate the project valuation. Then the investment feasibility is measured by NPV (Net Present Value), IRR (Internal Rate Return), BEP (Break-Even Point) and ROI (Return on Investment) indicators. The three financing compositions to be investigated are 70% loan: 30% equity. 30% loan: 70% equity and 50% loan: 50% equity. The results of the composition sensitivity analysis show that in the composition of 30% loan: 70% equity NPV reached a positive number of IDR.17,485,230,641.00 and IRR 38%. While on the composition of 70% loan: 30% equity NPV negative and IRR reached values of IDR.9,126,201,503.00 and 2%. In the composition of 50% loan: 50% equity, namely NPV reached a value of IDR.4,179,514,569.00 and IRR 21%. BEP occurs after one year and ten months and Return on Investment yields a figure of 16.71% from the composition of 30% loan: 70% loan.
IDENTIFIKASI BLACKSPOT PADA RUAS JALAN NASIONAL DI JEMBER Gagas Hikmah Pradana; Willy Kriswardhana; Nunung Nuring Hayati; Sonya Sulistyono
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 1 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.9.1.1558.51-60

Abstract

Letjen Panjaitan Road and Letjen S. Parman Road are national roads connecting Jember City and Banyuwangi City. Public roads with massive traffic volumes and high accident rates are a scourge in the community. Traffic accidents result in much loss, both property and vehicle damage costs, as well as medical care costs. In order to obtain road conditions that minimize the risk of traffic accidents, it is necessary to identify locations that are prone to traffic accidents. The method for handling accident-prone locations uses the Road Infrastructure Safety Audit form. Traffic accident data from 2014-2018 obtained from the Jember Police Traffic Unit with accident-prone locations occurred in the KM 1 + 250 to KM 1 + 500 road segments. Road infrastructure safety audits get a non-hazardous (NH) risk category. The road geometry in the field is following the geometric procedures for inter-city road planning issued by the Department of Public Works and Bina Marga.
THE ROLE OF VERTICAL HOLINESS IN THE MULTI-STOREY INFRASTRUCTURE DESIGN I Made Sastra Wibawa; I Wayan Redana; Putu Alit Suthanaya; Ngakan Made Anom Wiryasa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 9 No. 1 (2020)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.9.1.1671.11-24

Abstract

The increasing number of residents demands the provision of settlement facilities and infrastructure. Limited land is an obstacle to the development in the horizontal direction, especially the use of green open land which will cause land conversion. The limitation of the building height regulated by local regulations, as well as the local wisdom, namely vertical holiness can be a challenge related to the idea of building multi-storey buildings. When you want to enter the lower floors of the building, there is a feeling of doubt because there are other residents on the upper floors who step over. This study aims to reveal the relationship of vertical holiness with multi-storey building design and formulate vertical holiness as an effort to implement it in a design so that it can be accepted by the community. This study uses a methodology to examine the problem by interviewing the stakeholders and filling out the questionnaire, therefore, the relationship between vertical holiness and multi-storey building design can be obtained. The results of the study clearly confirm that there is indeed a correlation between vertical holiness and multi-storey building design. Thus, the design should pay attention to this vertical holiness. The study also encourages that the formulation of vertical holiness should be legally stated in regulation so that it is easily understood and accepted by the community.

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