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Putu Aryastana
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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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PRODUKTIVITAS TRUCK CONCRETE PUMP DAN TRUCK MIXER PADA PEKERJAAN PENGECORAN BETON READY MIX Wayan Jawat; Anak Agung Sagung Dewi Rahadiani; Ni Komang Armaeni
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.945.164-183

Abstract

In determining the duration of a job, the things that need to be known are the volume of work and the productivity of the tool. Tool productivity depends on the capacity and cycle time of the tool. Generally the tool cycle time is set in minutes while tool productivity is calculated in production / hour. The need for heavy equipment, especially in foundry work, needs to pay attention to the number of equipment to be used so that the number of truck concrete pumps and truck mixers to be used can be balanced. Based on this, the purpose of this study is to determine the productivity of construction equipment, especially truck concrete pumps and truck mixers in ready mix concrete casting jobs in accordance with the real conditions in the field. The benefits of this research can be used as a thought contribution for educational institutions in developing and applying knowledge about the productivity of construction equipment in ready mix concrete casting jobs. In addition, providing input on the results of studies conducted as an effort to improve managerial understanding in the construction world for contractors, consultants and suppliers of ready mix concrete in the management of construction projects so as to increase competitive advantage. Data analysis method was carried out after the data collection in the field was obtained, then the analysis was carried out by performing direct calculations for cycle times for each activity of truck concrete pumps and truck mixers. Calculate the productivity of truck concrete pumps and truck mixers. Furthermore, the production capacity of truck concrete pumps and truck mixers is calculated. Calculating the duration of truck concrete pumps and determining the cost of using truck concrete pumps and truck mixers per hour. Based on the research, truck concrete pump productivity obtained was 0.521m³ / minute while the productivity of the truck mixer was 0.835 m³ / minute. This productivity was determined by cycle time, equipment conditions, work area conditions, work methods, work volume. The duration required by truck concrete pump to complete the ready mix concrete casting work on plates and beams with a volume of 65 m³ is 2,079 hours while the duration required by the truck mixer is 1,297 hours. The total truck concrete pump cost after being analyzed was obtained at IDR.376,765,212.00 while the total truck mixer cost was IDR. 4,583,876,132.00.
PERENCANAAN PERKUATAN STRUKTUR GEDUNG KANTOR CAMAT PETANG AKIBAT PENAMBAHAN LANTAI DENGAN FRP (FIBER REINFORCED POLYMER) I Putu Pandu Rusmana; I Gst. Nym. Putra Wijaya; I Made Ardantha
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.946.184-195

Abstract

The existing building consisting of 3 floors if 3 floors is added will result in the existing structure not being able to withstand the workload due to the addition of the 3 floors so that the structure is needed. Structural reinforcement that is easily applied to reinforced concrete structures, one of which is FRP (fiber reinforcement polymer) which has a tensile strength of 7-10 higher than the tensile strength of reinforcing steel. In the office structure of the evening subdistrict after the addition of 3 floors there were several structural components that were not strong enough to withstand the added burden of B1 and B1A Beams on the pedestal which were 26 stems and 49 stems. The structure of the K1 column due to the addition of the floor also experiences an inadequacy in holding the load as much as 45 stems. Beams B1, B1A, and Column K1 performed structural reinforcement with FRP (fiber reinforcement polymer) with the following dimensions: Beams B1 and B1A reinforced with FRP tensile strength of 3400 MPa, FRP thickness of 1 mm, FRP width of 100 mm and FRP number the one used is 1 layer. The K1 column was strengthened with FRP tensile strength of 2100 MPa, FRP thickness of 0.5 mm, FRP width of 100 mm and the number of FRP used was 1 coil.
PENJADWALAN KEMBALI WAKTU PELAKSANAAN PROYEK KONSTRUKSI PADA PEMBANGUNAN BANGUNAN ATAS JEMBATAN Ketut Nudja
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.947.196-209

Abstract

Jarang ditemui suatu keadaan diamana suatu rencana schedule (jadwal) dapat tepat dengan pelaksanaan di lapangan. Untuk dapat mencapai kondisi demikian dibutuhkan suatu perencanaan yang amat cermat dan didukung oleh faktor luar (alam), supaya hal tersebut dapat dicapai. Untuk itu pelaksanaan proyek harus dipercepat agar selesai sesuai dengan waktu rencana. Dalam percepatan waktu pelaksanaan proyek diperlukan waktu normal dan biaya normal. Waktu normal dan biaya normal dapat diketahui dari hasil perencanaan penjadwalan kembali waktu dan biaya pelaksanaannya. Tujuan dari Perencanaan kembali waktu Pelaksanaan Proyek Konstruksi pada Pembangunan Bangunan Atas Jembatan Beton adalah untuk dapat mengetahui berapa waktu dan Biaya yang diperlukan dari hasil Kontrol (Check). Manfaatnya adalah sebagai dasar mengambil keputusan atau tindakan (Action) agar proyek dapat dilaksanakan sesuai perencanaan. Waktu pelaksanaan semula adalah 91 hari, sedangkan setelah dilakukan evaluasi pada minggu ke 8 (pada hari ke 56), sehinga sisa waktu pelaksanaan masih 35 hari. Setelah dilakukan penjadwalan kembali untuk waktu pelaksanaan, maka wakktu pelaksanaan menjadi 112 hari, ini berati waktu pelaksanaan bertambah menjadi 21 hari. Jadi sisa waktu pelaksanaan keseluruhan adalah 56 hari. Sisa biaya pelaksanaan terhadap kontrak setelah dilakukan evaluasi adalah Rp. 763.250.827,29. Setelah dilakukan penjadwalan kembali biaya pelaksanaan menjadi Rp. 3.444.279.379,50, ini berarti biaya pelaksanaan bertambah sebesar Rp. 742.445.829,50. Jadi biaya yang tersedia atau biaya yang diperlukan untuk menyelesaikan sisa volume pekerjaan adalah Rp. 1.505.696.656,79
ANALISA FAKTOR-FAKTOR PENYEBAB KECELAKAAN PADA DAERAH RAWAN KECELAKAAN PADA RUAS JALAN SUMBA BARAT-SUMBA BARAT DAYA Marselus Putra Mawo Kasa Sairo; I Wayan Muliawan; Putu Aryastana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.948.210-218

Abstract

Road between Southwest Sumba-Sumba Southwestern is a country road the connects the two districts. Based on the results of the research (Alfian Dawa, 2013) in Sumba Barat-Sumba Barat Daya road segment there are 16 road segments identified as accident-prone areas. From the results of the analysis of the most vulnerable areas of accidents occur is in the segment 1 or at kilometer 4-5 as the cause has a cusum value is the highest cusum value of all cusum values at each stationation or kilometer. Thus, the authors conducted a follow-up study to further analyze 16 accident-prone areas in West Sumba-Southwest Sumba district to find out what factors caused accidents in accident-prone areas on the West Sumba-Southwest Sumba road. Having known the factors causing the occurrence of new traffic accidents can provide a solution to the number of accidents can be minimized. From the analysis of factors causing traffic accidents in 16 accident-prone areas on the West Sumba-West Sumba road segment are human factors, vehicle factors, and road and environmental factors. The most common cause of traffic accidents in 16 crash-prone areas on the West Sumba-Southwest Sumba road segment from 2011 to 2015 covering road users/human factors of 326 occurrences, in the last 5 years. While the factors of the vehicle as much as 385 incidents, as well as road and environmental factors also triggered traffic accidents because there are road marks/signs, and street lighting on 16 areas prone to accidents on West Sumba-West Sumba road.
PERENCANAAN PELAKSANAAN PROYEK PEMBANGUNAN SUDARMA CONDOTEL DI JALAN MAHENDRADATTA DENPASAR Gusti Ayu Sukma Dwi Naindia Sari; I Putu Gede Suranata
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.949.219-229

Abstract

Implementation Planning on the Project of Sudarma Condotel aim to start plan and complete project targets within existing limitations to meet project spesifications within limits cost, quality and time. To maximize implementation planning then an analysis is carried out method, manufacture of Standard Operational Procedure (SOP), estimated project duration, resource requirements planning, resource scheduling and cost planning so that an achievement schedule can be used project guidelines. The result of Sudarma Condotel planning with total duration is 347 working days with cost implementation plan of cost budget plan including 10% PPN for Rp. 8.290.900.557.
ANALISIS KUALITAS DAN KEBUTUHAN AIR MASYARAKAT DUSUN BLOKAGUNG DESA KARANGDORO BANYUWANGI Putu Aryastana; I Gusti Agung Putu Eryani; Cok Agung Yujana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.950.230-238

Abstract

Water is a requirements for all humanity. Banjar Kiadan is one of the hamlets located in Pelaga Village, Petang Sub-district, Badung Regency witness raw water problem, so it is necessary to analyze the requirements of water needs. The analysis of raw water supply needs includes: water demand analysis for the next 25 years, analysis of water supply system planning, and analysis of budged plan of water supply system. The source of water that can be utilized is “Peninjauan Spring” with discharge 1.85 lt/sec. Total water demand is calculated based on the number of water users to be projected for the next 25 years. The water requirement is calculated based on 2 (two) scenario plan of the network that is if built SR (Home Connection) or just made KU (Public Faucet). The results showed that the total water requirement in 2042 was 2.264 lt/sec for the assumption of using home connection, while for the assumption using the public faucet was 0.903 lt/sec. The water supply system used is a gravity system with a public faucet as a distribution system. The budget plan for the water supply system is IDR.3,386,655,000.00.
IDENTIFIKASI VARIABEL SISTEM INSENTIF DALAM PROYEK KERJASAMA PEMERINTAH SWASTA (KPS) JALAN TOL Putu Ika Wahyuni; Sarwono Hardjomuljadi; Hendrik Sulistio; K. Koespiadi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 7 No. 2 (2018)
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.7.2.951.239-256

Abstract

Gaps Infrastructure financing in Indonesia must be sought out, one of which is to improve the performance of PPP projects to be bankable / economically viable / investment-worthy so that investors / private companies are willing / interested in investing in infrastructure projects. with Malaysia which now has more than 3000 km of toll roads. The incentive system is implemented in developed countries to improve the performance of feasibility and anticipate risks in toll road KPS projects that have long-term contract / concession time. Burris, Baker, Geiselbrecht (2014). The government needs to make a breakthrough to provide space utilization incentives as a form of controlling the use of space where investors and the public can participate by working together to increase toll revenues. The intended use of space is the management of the area around the toll road with a certain amount of area and the allocation of the management plan that has the maximum economic impact so that investors can obtain other income that can be included in the toll revenue cash flow. This study uses the AHP method with digital analysis with Expert Choice to produce the following analysis: the highest criteria for incentive for space utilization activities. The highest sub-criteria are in the physical provision of compensation from the government to the community where the land is applied to incentives for spatial use.
ANALISIS KINERJA PELAKSANAAN PROYEK DENGAN MENGGUNAKAN METODE EARNED VALUE CONCEPT (STUDI KASUS PEMBANGUNAN GEDUNG KANTOR PERWAKILAN BANK INDONESIA PROVINSI GORONTALO) Winda Nur Ayni; Putu Gede Suranata; Ni Komang Armaeni
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 1 (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.8.1.1102.94-104

Abstract

Proyek Pembangunan Gedung Kantor Perwakilan Bank Indonesia Provinsi Gorontalo dijadwalkan harus selesai dalam kurun waktu 540 hari dengan nilai kontrak Rp.162,817,636,363.63. Dengan adanya batasan waktu dan biaya diperlukan pengendalian yang baik dan matang. Akan tetapi sebelum dilakukan pengendalian perlu diketahui terlebih dahulu kinerja proyek yang telah berlangsung. Tujuan dari penelitian ini untuk mengetahui kinerja biaya dan waktu, pada akhir penyelesaian proyek. Metode yang digunakan pada penelitian ini adalah metode Earned Value yang didalamnya memadukan unsur biaya dan waktu serta prestasi fisik pekerjaan. Data yang didapat dari proyek antara lain Time Schedule proyek, Rencana Anggaran Biaya (RAB), laporan mingguan proyek dan biaya aktual, kemudian dilakukan analisa biaya, jadwal, varians dan indeks performansi dengan memaparkan masalah-masalah yang muncul pada saat penelitian. Dari hasil analisa diketahui bahwa biaya yang dikeluarkan lebih rendah dari biaya yang dianggarkan ditunjukkan dengan nilai CPI = 1.53 dan waktu pelaksanaan lebih lambat dari jadwal rencana ditunjukkan dengan nilai SPI = 0.92. Hasil perhitungan perkiraan biaya akhir proyek sebesar Rp.99,092,502,079.98 dengan perkiraan waktu penyelesaian 587 hari atau 84 minggu, menunjukkan bahwa proyek mengalami keterlambatan 6 minggu dari 78 minggu yang direncanakan.
PENGEMBANGAN SISTEM INFORMASI KECELAKAAN MELALUI UPAYA KESELAMATAN JALAN SEBAGAI IMPLEMENTASI EFISIENSI MANAJEMEN LALU LINTAS Dewa Ayu Nyoman Sriastuti; A.A. Rai Asmani K
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 1 (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.8.1.1104.70-81

Abstract

Peningkatan kesejahteraan akan peningkatan mobilitas masyarakat, ayang pada gilirannya akan menuntut pelayanan lalu lintas dan angkutan dengan tingkat keselamatan, keamanan, kecematan, kelancaran dan kenyamanan yang tinggi. Di sisi lain peningkatan mobilitas masyarakat tersebut ternyata membawa dampak negatif karena tidak siapnya tata nilai dan prilaku sosial yang dicerminkan dalam wujud disiplin berlalu lintas, sehingga kemajuan teknologi yang terlalu cepat khususnya teknologi kendaraan bermotor, membawa dampak pada meningkatnya kecelakaan lalu lintas yang membahayakan keselamatan jiwa. Pesatnya pertumbuhan pemlikan kedaraan bermotor dalam tahun-tahun terakhir, dikombinasikan pula dengan penduduk dengan usia yang relatif muda dan beragamnya jenis kendaraan telah mengakibatkan masalah kecelakaan yang kian memburuk. Banyak dari para korban ini mendapatkan luka-luka yang akan mengakibatkan cacat seumur hidup dan secara finansial akan membebani keluarga mereka dan masyarakat. Untuk mengefektifkan, pendekatan intervensi keselamatan jalan perlu diambil dalam tiga tahapan yang berbeda yaitu membangkitkan kepedulian, rencana aksi keselamatan jalan prioritas dan program lima tahun untuk keselamatan jalan.Keselamatan jalan merupakan masalah sosial yang multidimensional yang melibatkan banyak instansi pemerintah sehingga negara harus memegang peran utama dalam memprakarsai, mengorganisasi,dan mengkoordinasi secara nasional dalam memerangi masalah keselamatan jalan dinegaranya. Didalam memecahkan masalah keselamatan dan kecelakaan jalan, manajemen lalu lintas menjadi faktor penting. Untuk itu sangatlah penting untuk mengembangkan sistem informasi keselamatan dan kecelakaan jalan sebagai implementasi dari manajemen lalu lintas itu sendiri. Salah satu tujuan manajemen lalu lintas yang diimplementasikan dalam pengembangan sistem informasi keselamatan dan kecelakaan jalan adalah bagaimana meningkatkan tingkat keselamatan, keamanan, ketertiban dan kelancaran pengguna yang dapat diterima semua pihak.
PERENCANAAN BENDUNG TIPE OGEE DI DESA BAN KABUPATEN KARANGASEM I Made Okdivian Soekaratha; Cok Agung Yujana; Putu Aryastana
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 8 No. 1 (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.8.1.1106.1-15

Abstract

Penyediaan air baku merupakan kebutuhan yang sangat penting bagi kehidupan umat manusia, karena sangat menunjang kesehatan dan hal ini diharapkan pemerintah dalam pembangunan nasional. Sebagian masyarakat yang belum terlayani terutama masyarakat di dataran tinggi masih sangat memerlukan bantuan untuk pemenuhan air baku salah satunya yaitu di desa Ban, dusun Belong. Oleh karena itu, direncanakan penampung air baku pada saat musim kemarau. Sumber air tampungan diambil dari sungai Tegalantang. Sungai tersebut bersifat intermitten, dialiri air pada saat musim hujan saja. Pada sungai Tegalantang akan dibangun bendung untuk meninggikan muka air sungai lalu mengaliri airnya ke embung. Berdasarkan hasil analisa diperoleh tinggi bendung 4 m, lebar bendung 23,04 m, dan rencana anggaran biaya Rp 2,219,600,000.00.

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