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Jurnal Ilmiah Teknik Sipil
Published by Universitas Udayana
ISSN : 14111292     EISSN : 25415484     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Ilmiah Teknik Sipil (p-ISSN: 1411-1292; e-ISSN: 2541-5484) is an online periodical journal of science that is published twice a year, in January and July by Civil Engineering Department, Faculty of Engineering, Udayana University. Jurnal Ilmiah Teknik Sipil is a media to publish the results of scientific research students, academics, practitioners and observers in the field of civil engineering including structure, construction management, water resource management, transportation, geotechnical and environmental engineering.
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Articles 9 Documents
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Search results for , issue "Vol. 11, No. 2 Juli 2007" : 9 Documents clear
SISTEM INFORMASI GEOGRAFIS INVENTARISASI RUAS JALAN DAN JEMBATAN DI KOTA DENPASAR A.A.K. Oka Sudana; Daniel Hadi
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Denpasar as a rapidly growing city needs good traffic (road ways, bridges and traffic lights) inventory. However, in actual fact, at present the goverment agents in charge are still using graphical data in the form of maps and manual information data (blueprints and paper) which results in various problems. Some of the problems include problems in data storage since the map and information data available at present are saved using paper media which would not last very long and easily damaged, problems in planning the maintenance of road ways, bridges and traffic lights because of the relatively long time spent to check the condition, last maintenance time, and associating acquired data with the maps, which could take half a day (according to the amount of data searched) since the checking of data is done manually and separately (disintegrated) from the information data in the maps. Furthermore, manual data checking has a low level of accuracy, since there could be data skipped in the checking process. To overcome the problem of traffic inventory (road ways, bridges and traffic lights) in Denpasar, a GIS-based System (Geographical Information System) is designed and made in this final project, which could deliver information on road ways, bridges and traffic lights in Denpasar in detail. This system would give solutions to the problems such as digital (softcopy) and integrated map data and information data storage so that the map data will last longer and not easily damaged (not including the condition of force majeure), decision making in planning the maintenance of road ways, bridges and traffic lights could be made faster since the checking of the condition, last maintenance time and map marking is done by the system to the integrated data and takes just a few seconds to complete. Moreover, data checking done by the system will have relatively high accuracy, as there would be no data skipped in the checking process.
PEMANFAATAN LUMPUR LAPINDO SEBAGAI BAHAN PENGGANTI TANAH LIAT PADA PRODUKSI GENTENG KERAMIK Ngk. Made Anom Wiryasa; I W. Sudarsana; A.A.G.K. Kusuma W
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Penelitian mengenai pemanfaatan lumpur Lapindo sebagai bahan pengganti tanah liat pada produksi genteng keramik bertujuan untuk mengetahui apakah lumpur Lapindo dapat dijadikan pengganti tanah liat pada pembuatan genteng keramik dan mendapatkan karakteristik genteng (beban lentur, daya serap air dan perembesan air) yang menggunakan lumpur Lapindo sebagai bahan pengganti tanah liat. Kemudian akan dibandingkan dengan karakteristik genteng standar yang biasa dibuat di UD. BS. Super. Penelitian untuk membuat genteng keramik ini menggunakan tanah liat, serbuk paras, air dan lumpur Lapindo. Genteng standar menggunakan bahan utama berupa tanah liat, sedangkan untuk genteng yang baru menggunakan lumpur Lapindo dengan komposisi 100%, 90%, 80%, 70% dari volume campuran lumpur Lapindo dengan tanah liat. Campuran ini kemudian ditambahkan serbuk paras sebagai bahan tambahan dengan persentase yang tetap, yaitu sebesar 20% dari volume campuran tanah liat dengan lumpur Lapindo. Proses pembuatan genteng dimulai dari pencampuran bahan, penggilingan, pencetakan, pengeringan, pembakaran dan proses terakhir adalah pemilihan (seleksi). Pada genteng yang telah dibuat ini akan dilakukan penelitian terhadap karakteristik genteng yang meliputi beban lentur, daya serap air dan perembesan air. Dari hasil pengujian, dihasilkan genteng yang lebih baik dengan menggunakan campuran antara lumpur Lapindo dengan tanah liat. Pada pengujian beban lentur diperoleh genteng standar UD. BS. Super, genteng dengan komposisi A (100 % lumpur Lapindo, 0 % tanah liat), komposisi B (90 % lumpur Lapindo, 10 % tanah liat) termasuk pada kelas mutu III-IV, sedangkan genteng dengan komposisi C (80 % lumpur Lapindo, 20 % tanah liat) dan komposisi D (70 % lumpur Lapindo, 30 % tanah liat) termasuk pada kelas mutu II-III (PUBI 1986). Pada pengujian perembesan air, genteng berbahan lumpur Lapindo semuanya tahan terhadap perembesan, sedangkan genteng yang berbahan tanah liat (standar UD. BS. Super) tidak tahan. Pada uji daya serap, genteng berbahan Lumpur Lapindo memiliki daya serap yang lebih kecil jika dibandingkan dengan genteng berbahan tanah liat (standar). Abstract: A research on the use of Lapindo mud as material substituting clay in roof tile production is aimed to know whether Lapindo mud could be used as material that substitutes clay. Moreover, this research is also conducted to know the characteristics of tile constructed from Lapindo mud (burden limber, water absorption, and water infiltration), which later be compared with the characteristics of standard tile made in UD. BS. Super. There are several materials used as composition of the tile including clay, paras pollen, water, and Lapindo mud, whereas, the standard tile from UD. BS. Super uses clay as its main composition. The percentage composition of Lapindo mud contained in the new tile are 100%, 90%, 80%, 70% from the volume of clay and Lapindo mud mixture. Then, the mixture is added with paras pollen as additional material with constant percentage, that is 20% from the volume of clay and Lapindo mud mixture. There are several steps conducted in making the roof tile including mixing the materials, milling, forming, draining, combusting, and selecting. Following the processes, several tests on the characteristics of the tile including burden limber, water absorption, and water infiltration are conducted. The result of the test shows that the mixture of Lapindo mud and clay produces better quality of tile than standard tile of UD. BS. Super. On the test of burden limber, it is resulted several tiles including standard tile of UD. BS. Super, tile with composition A (100% Lapindo mud, 0% clay), composition B (90% Lapindo mud, 10% clay) in which tiles with A and B compositions are classified into tiles with quality types III-IV. While the tiles with composition C (80% Lapindo mud, 20% clay) and composition D (70% Lapindo mud, 30% clay) are classified into tiles with quality types II-III (PUBI 1986).On the test of water infiltration, the tiles, which are constructed from Lapindo mud are all waterproof. While those tiles made from clay (UD. BS. Super standard) are not waterproof. Moreover, on the test of water absorption, the tiles made from Lapindo mud are found to be having smaller water absorption compared to those that use clay as the material (standard).
PERENCANAAN PERSEDIAAN BAHAN BAKU BERDASARKAN METODE MRP (MATERIAL REQUIREMENTS PLANNING) I Nyoman Yudha Astana
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Supply is goods or materials to fulfill specific purposes, i.e. to supply a production process of a product. The supply influences an operational cost. If supply management is not good, it will reduce the company’s profit. Many companies have a problem on their supply, they some times oversupply or even undersupply. These conditions will increase the production cost. Therefore, the supply management is needed to analyze and to find out an optimum inventory level. The requirement plan of the material is provided by MRP method which first estimates the total request for production in the future. The Moving Average with Linear trend and of Single Exponential Smoothing with Linear of Trend is applied for the demand forecasting. This method applied at PT. Torsina Redikon, using Lot For Lot (LFL), Fixed Period Requirement (FPR), and Fixed Order of Quantity (FOQ). The smallest expense found from Lot For Lot (LFL) that is Rp 9.652.434.320,00. Keywords: inventory planning, MRP Methods.
ANALISIS PENYIMPANGAN (ANALISIS VARIANCE) BIAYA PROYEK PEMBANGUNAN APARTEMEN PAKERISAN DI DENPASAR (SUATU STUDI KASUS) I Made Sukada Wenten; I Wayan Yansen; I Gde Astawa Diputra
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

In construction businesses, it is important to understand the differences between standard costs and the actual costs. Comparing or to find the differences between actual and standard cost in the term of accounting is known as variance analysis. Real cost is the cost of material and labour that actually paid by the company. Standard cost is the cost that calculated based on the quantity of work items multiplied by coefficient of BOW and furthes analysis multiplied again by standard price from city government of public labour 2004. The material price variance is calculated is caused by comparing real material price with the standard ones. The difference happened because by the reality that the company bought material higher or lower price than the standard material price. The total bought of material price variance can be calculated by multiplying (unit) item per item material price variance with the actual quantity. Material quantity or use variance is the differences that happened because the company uses the material more or less quantity than standard quantity in the production process. The total amount of material quantity or use variance can be calculated by multiplying the material quantity variance with the standard material price per item. The calculation of variance from material price revenled that 0.38%, material quantity variance 19.04% and the total amount of material price variance is 18.60% in relation to standard material cost. Labour cost variance is about 62.01% againsts standard labour cost. The total variance of cost and labour price is 36.03% againsts standard cost and labour price. If the calculation considered the indirect cost, the total variance will be 18.90%. Also if taxes is added in the calculation the total variance will be 13.82% of the standard cost.
ANALISA PENJADWALAN PROYEK MENGGUNAKAN RANKED POSITIONAL WEIGHT METHOD DAN PRECEDENCE DIAGRAM METHOD (STUDI KASUS : PROYEK PEMBANGUNAN PASAR MUMBUL DI KABUPATEN BULELENG) N. Martha Jaya; A.A. Diah Parami Dewi
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Pada pelaksanaan proyek sering dijumpai kondisi keterbatasan sumber daya, karena itu dalam proyek terdapat item yang sangat vital yaitu alokasi dan perataan sumber daya. Dalam tugas akhir ini penulis merencanakan untuk menjadwalkan ulang aktivitas proyek Pembangunan Pasar Mumbul di Kabupaten Buleleng dengan membatasi jumlah tenaga kerjanya. Penjadwalan ulang dilakukan dengan metode RPWM dan PDM. RPWM diperkenalkan oleh W.B Helgeson dan D.P Birnie pada 1961 dan memiliki kriteria utama berupa nilai bobot posisi setiap aktivitas. Penjadwalan aktivitas proyek dengan RPWM dan PDM dilakukan meliputi proses alokasi dan perataan tenaga kerja. Analisa perbandingan dilakukan antara hasil dari penjadwalan menggunakan RPWM dan PDM. Program Microsoft Project 2003 digunakan sebagai alat bantu pemrosesan dan visualisasi hasil penjadwalan RPWM dan PDM. Hasil analisa menunjukkan bahwa solusi yang lebih optimal didapatkan dari penjadwalan dengan RPWM. Durasi proyek yang dihasilkan penjadwalan aktivitas dengan RPWM lebih cepat 21 hari dibandingkan dengan penjadwalan aktivitas PDM. Analisa terhadap biaya proyek didapat bahwa penjadwalan RPWM mampu menghemat biaya total sebesar Rp 35.808.704,00 dibandingkan dengan penjadwalan PDM. Jadi RPWM dapat digunakan sebagai metode alternatif terhadap PDM dalam menjadwalkan aktivitas proyek. Abstract: It is frequently found situation such as limited resource during project execution. Therefore, allocation and distribution of resources are the importance items in a project. The purpose of the study is to reschedule the activities of Mumbul Market Project, which has constrained in the availability of resources. The rescheduling is carried out by Ranked Positional Weight Method (RPWM) and Precedence Diagram Method (PDM). RPWM was introduced by W.B Helgeson and D.P Birnie in 1961, which has main criteria of weight position value of each activity. The rescheduling of the project activities by RPWM and PDM covers processes of allocation and distribution of resources (human resources/worker). The results of the rescheduling by RPWM and PDM is compared and analysed. The Microsoft Project 2003 is used to process and visualize it. The Result shows that the most optimum solution resulted by RPWM. The project duration resulted by RPWM is 21 days faster than by PDM. Furthermore, the project cost that can be saved by RPWM compared to PDM is Rp. 35.808.704,00. Thus, RPWM can be used as an alternative method to PDM in scheduling project activities.
AIR POLLUTION ON THE EDGE OF PEDESTRIAN PRECINCTS D.M. Priyantha Wedagama
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

The Pedestrian Precincts are encouraged by the UK local authorities in order to reduce air pollution, in particular within the city centre. In fact, the pedestrian precincts are surrounded by road traffic which is potential on generating traffic emission. It is a need, therefore, to investigate the effect of traffic emission to air quality in pedestrian precincts. The Haymarket precinct in Newcastle upon Tyne was chosen as a case study in which the influences of traffic emission to this area are investigated. The influences of wind speed as well as the inter pollutant relationship, pollutant relationship to wind speed and traffic flow are also considered. This study also analyses the effect of the pollutant concentration from certain measurement period on people’s health with reference to health related standard. Abstrak: Area khusus pejalan kaki di pusat-pusat kota telah lama dikembangkan oleh pemerintah Inggris untuk mengurangi polusi udara yang diakibatkan oleh kendaraan bermotor. Lokasi area ini dikelilingi oleh jalan raya dengan tingkat lalu lintas yang potensial untuk membangkitkan gas buang kendaraan bermotor. Untuk itu di dalam studi ini dianalisa sejauh mana efek dari gas buang kendaraan bermotor tersebut kepada kualitas udara pada area khusus untuk pejalan kaki tersebut. Haymarket precinct di kota Newcastle upon Tyne, UK dipilih sebagai kasus studi, karena area ini merupakan pusat kota Newcastle dimana pusat-pusat perbelanjaan banyak berlokasi dan selalu ramai oleh pejalan kaki. Variabel-variabel yang ditinjau adalah pengaruh dari kecepatan angin, hubungan antara masing-masing polutan, hubungan antara kecepatan angin dengan polutan, serta volume lalu lintas. Studi ini juga menganalisa efek dari konsentrasi polutan dari beberapa perioda pengukuran terhadap tingkat kesehatan manusia berdasarkan suatu standar yang ditetapkan oleh Organisasi Kesehatan Sedunia (WHO).
REKAYASA NILAI PROYEK VILLA BUKIT UBUD G.A.P Candra Dharmayanti; Ariany Frederika; Ni Kadek Ayu Kumala Sari
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Dengan kondisi ekonomi saat ini, para kontraktor dituntut bisa lebih menekan biaya dengan tetap mempertahankan kualitas proyek. Salah satu alternatif yang diaplikasikan untuk mencapai fungsi-fungsi yang dibutuhkan dengan biaya dan hasil akhir optimal adalah Rekayasa Nilai. Tujuan penelitian ini untuk menerapkan Rekayasa Nilai pada proyek konstruksi. Salah satu proyek yang sedang dikerjakan adalah Proyek Villa Bukit Ubud yang dibangun dengan anggaran sebesar Rp 13,06 Miliar. Langkah-langkah kerja dari Rekayasa Nilai adalah terdiri atas 4 (empat) tahap yaitu: tahap informasi meliputi identifikasi biaya tinggi dan identifikasi biaya tidak diperlukan (analisa fungsi); tahap kreatif; tahap analisa meliputi seleksi alternatif dengan analisa keuntungan dan kerugian, analisa alternatif terhadap biaya siklus hidup proyek dan pemilihan alternatif dengan menggunakan metode AHP; serta tahap rekomendasi. Berdasarkan hasil dari penerapan metode ini didapatkan penghematan biaya pada 5 (lima) item pekerjaan, yaitu: pekerjaan pintu Rp. 141.425.682,20 (38,71%), pekerjaan jendela Rp 46.679.986,84 (32,79%), pekerjaan dinding Rp 110.776.292,50 (21,13%), pekerjaan dinding pembatas villa Rp 44,891,386.90 (7,77%) dan pekerjaan telajakan (footpath) Rp 57.713.459,10 (35,81%). Sehingga total penghematan yang didapat dari penerapan Rekayasa Nilai sebesar Rp 401,486,807.50 (22,71%). Abstract: Due to the recent economic situation, contractors have been required to be able to minimize cost and at the same time to also maintain the quality of the project. One of the methods that can be apllied as an alternative to achieve it is value engineering. The aim of this study is to apply this method in a construction project. The construction project of Villa Bukit Ubud which costs Rp 13,06 billion will be taken as a case study. Value engineering method consist of 4 (four) phases. It covers Information phase, which contains of identification of the high-cost work and the unnecessary cost (function analysis); Creative phase; Analysing phase which includes the selection of alternatives dealing with the analysis of its benefit and cost, its project life cycle cost and the selection of alternatives by using AHP method; and Recomendation phase. By implementing this method, the project cost can be minimized in 5 (five) areas of work. They are door-work which can be minimized upto Rp. 141.425.682,20 (38,71%); window-work that can be minimized upto Rp 46.679.986,84 (32,79%); inner-masonry-work that can be minimized upto Rp. 110.776.292,50 (21,13%); outer-masonry-work that can be minimized upto Rp 44,891,386.90 (7,77%); and footpath-work that can be minimized upto Rp 57.713.459,10 (35,81%). Thus, total reduction cost that can be achieved by using this method is upto Rp 401,486,807.50 (22,71%).
TEGANGAN GESER ULTIMIT EPOXY-RESIN PADA SAMBUNGAN BALOK KAYU YANG DIBEBANI GAYA TEKAN SEJAJAR SERAT Dharma Putra; I Nyoman Sugita; Ni Wayan Padmi
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

he goal of this research is to study the ultimate shear of Epoxy- resin at wood bar connection due to parallel fibre of wood centric load. Specimens are kamfer wood bar, 15% water content, size 4/20, connected by 2 x 3/ 20 side by side using Epoxy- resin . There are five treatments with the area of Epoxy- resin are 200 cm2 , 400 cm2, 600 cm2 , 800 cm2, 1000 cm2 and two replication each. Specimens is loaded by increament parallel fibre of wood centric load until connection failure. The results show that the ultimate shear stress of Epoxy- resin of each treatment are 3.38 MPa , 3.12 MPa, 3.09 MPa, 3. 25 MPa and 3.4 MPa. The average ultimate shear stress is 3.25 MPa . The Epoxy- resin can be used asa an alternative material for wood connector, has highly efficience and brittle behavior.
ANALISA TINGKAT PREFERENSI PEGAWAI NEGERI SIPIL PEMERINTAH KABUPATEN BADUNG TERHADAP PERUMAHAN MENYONGSONG PUSPEM BARU I Putu Swihendra; I W. Yansen; I Gde Astawa Diputra
Jurnal Ilmiah Teknik Sipil Vol. 11, No. 2 Juli 2007
Publisher : Department of Civil Engineering, Udayana University

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Abstract

Seiring dengan meningkatnya penduduk, kebutuhan masyarakat akan perumahan juga semakin meningkat. Demikian juga dengan Pegawai Negeri Sipil (PNS) Pemerintah Kabupaten Badung Propinsi Bali. Kebutuhannya terhadap perumahan memiliki berbagai motivasi. Dibuatnya Pusat Pemerintahan (Puspem) Kabupaten Badung di Sempidi - Dalung, akan memindahkan sebagian besar dinas dan instansi menjadi berada pada satu area, dengan harapan dapat melayani masyarakat secara maksimal. Akibat terjadinya perubahan tersebut akan mempengaruhi kehidupan PNS Badung. Tujuan penelitian ini adalah untuk mengetahui bagaimana tingkat preferensi PNS Badung terhadap perumahan, faktor apa yang dipertimbangkan, dan faktor apa yang lebih dominan serta apa keinginan PNS Badung untuk memenuhi preferensinya terhadap perumahan. Penelitian ini dilakukan dengan menggunakan metode Proportionate Stratified Random Sampling dalam pengambilan sampel, serta brainstorming dan wawancara dengan menggunakan kuisioner kepada PNS Badung dalam pengumpulan data, yang kemudian dianalisa deskriptif, uji normalitas data, uji Chi Square, dan uji Konkordansi Kendall’s. Analisa data menunjukkan bahwa tingkat preferensi PNS Badung terhadap perumahan sangat tinggi yaitu 92% yang tidak memiliki hambatan. Urutan faktor – faktor yang mempengaruhi tingkat preferensi adalah Faktor Lokasi, Harga, Sistem Pembayaran, Sarana Prasarana, dan Disain Bangunan. Perumahan yang diharapkan PNS Badung adalah di sekitar lokasi Puspem Pemkab Badung kurang lebih 2-5 km,memiliki jaringan infrastruktur dan fasilitas sosial berupa balai untuk olahraga, tipe bangunan 45 m2, luas lahan 100 – 125 m2, non finishing , kisaran harga 76 – 175 juta rupiah dengan sistem pembayaran kredit uang muka 20 – 35 %. Abstract: Along with the increasing of society’s total, the need of housing is also increasing. It is also happened to the Civil Servants of Badung Regency. The necessaries of the house have some motivations. By the making of Badung Regency Civic Center in Sempidi – Dalung, it will remove most of the instances to be located in the same area, which aim to give a maximal service to the society. The effect of this changing, there will be a changed the Civil Servants life. The purpose of this observation is to know about the preference level of them to the housing, what are the factors to be compared and which factor is more dominant to fill the Civil Servants preference to the housing. The method of the observation used by Proportionate Stratified Random Sampling, and for collecting the data brainstorming and interview method are used by giving the questionnaires to Civil Servants. Then those data is analyzed descriptively. After that, the test of data normality, Chi Square test, and Kendall’s Concordat ion test The data analysis shows that the preference level of Civil Servants in Badung Regency to the housing was very high ( 92 % ) which does not find any obstacles. The factors which influence the preference level are about location, cost, the payment system, tools, and building design. The expectation of housing location of the Civil Servants is around the Badung Regency Civic Center (about 2-5 km), having infrastructure network, and social facilities ( i.e. Sport Building ), building type 45 m2, with 100 – 125 m2 area’s spacious non finishing, and the cost is about 76-175 million rupiah by the down payment credit system is about 20-35%.

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