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<![CDATA[ANALISA BIAYA DAN WAKTU DENGAN MENGGUNAKAN METODE TIME COST TRADE OFF PADA PROYEK PEMBANGUNAN HOTEL ASTON PARAMOUNT MALANG ]]>
<![CDATA[Sani, Iktiva]]>;
<![CDATA[Septiropa, Zamzami]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2039
<![CDATA[ANALISA BIAYA DAN WAKTU DENGAN MENGGUNAKANMETODE TIME COST TRADE OFF PADA PROYEKPEMBANGUNAN HOTEL ASTON PARAMOUNT MALANGIktiva Sani1, Zamzami Septiropa21,2Jurusan Teknik Sipil Fakultas Teknik ? Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTImplementation of Development Projects Aston Paramount delayed completion time causedby the discharge of water continuously from the underground, thus flooding the area GWT (GroundWater Tank), STP (Sewage Treatment Plan) and the destruction of Tower Crane. It can be based ontime schedulle project in November 2012 or at the time the project reaches 17 weeks, the progressof the plan should reach 28.648%, but the reality on the ground has reached 24.194%, so it can beknown deviation -4.454%.The method applied in this thesis Time Cost Trade Off (TCTO) to speed up implementation ofthe project in order to achieve the optimum time in the rest of the work project. TCTO a time andBiya exchanges with a view to speeding up the duration.Acceleration time is done by holding the shift work. Of the project schedule has been delayed,the rest of the project is completed within 180 days for a total cost of Rp. 32,679,810,571.24.However if the project accelerated by using TCTO to return to the original plan schedule is 162days obtained a fee of Rp. 33,462,446,260, the difference between the cost of Rp. 782,635,689.88.Keywords: Time and Cost]]>
<![CDATA[OPTIMASI DIAMETER PIPA PADA SISTEM JARINGAN AIR BERSIH DENGAN MENGGUNAKAN LINEAR PROGRAMMING DI KECAMATAN TUREN MALANG ]]>
<![CDATA[Putra Permana, Rega]]>;
<![CDATA[Saleh, Chairil]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2048
<![CDATA[OPTIMASI DIAMETER PIPA PADA SISTEM JARINGAN AIRBERSIH DENGAN MENGGUNAKAN LINEAR PROGRAMMINGDI KECAMATAN TUREN MALANGRega Putra Permana1, Chairil Saleh21,2Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTTuren districts is one of 33 districts in Malang regency. Located ± 16 km east of the capitalcity of Malang (Kepanjen) and ± 26 km south of Malang. One of the factors that determine thelevel of performance of the system of providing clean water is effectiveness network.Results ofthe evaluation of the performance of a network of water pipes are clean before it shows that therelative energy level at each node the pipe showed a huge differenceLinear programming is a method which is very popular and reliable in solving optimizationproblem that contain linear function.Besides the simplicity of its functions, the ease factor insolving the equation system makes the linear programming more interesting to be applied insolving various optimization cases.This project to find out the level of linear programming to solving optimization problemsdiameter pipelines in the water distribution system.The results of the analysis Indicates that themodel linear programming is quite consistent and can provide optimum solutions appropriateobjective function and constraint functions of the set.Keywords: linear programming, diameter, pipe networks, optimization.]]>
<![CDATA[PENGARUH VARIASI GRADASI AGREGAT (SLAG) TERHADAP KUAT TEKAN, POROSITAS DAN KUAT TARIK BELAH BETON ]]>
<![CDATA[. Basid, Abd]]>;
<![CDATA[W, Yusuf]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2035
<![CDATA[PENGARUH VARIASI GRADASI AGREGAT (SLAG)TERHADAP KUAT TEKAN, POROSITAS DAN KUAT TARIKBELAH BETONAbd. Basid1, Yusuf W21,2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTThe use of slag as aggregate is quite reasonable because the waste slag is one that has not beenexploited well, in addition to the waste in the waste, slag also categorized tixic and hazardous waste(B3). So, find the solution of the existing problems such as slag used as aggregate in concretemixes. This research was to determine the effect of variety in slag aggregate gradations oncompression strength, porosity and tensile strength of concrete side with up and down 7% fromfuller curve at 28days. From the test result obtained by the maximum compression strength of theconcrete with slag aggregate gradation that occurs at gradation III above fuller curve for 36,99Mpa, while the maxsimum tensile strength sides also occurs in gradation III in the amount of 32,55Mpa and for testing the minimum porosity derived porosity also occurs in gradation III is at 2,42%.The result of testing the mechanical properties of concrete at 28 days showed that there wasinfluence by variety in the strength of slag aggregate concrete. That the more subtle gradations onaggregate become the concrete more dense and has good quality.Key Words : Concrete, Variety, Slag Anggregate]]>
<![CDATA[PENGGUNAAN SAMBUNGAN BAMBU ORI MENGGUNAKAN BAUT PADA KUDA-KUDA DENGA PENGISI MORTAR RESIN ]]>
<![CDATA[Haris, Muhammad]]>;
<![CDATA[Prasetyo, Lukito]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2044
<![CDATA[PENGGUNAAN SAMBUNGAN BAMBU ORI MENGGUNAKANBAUT PADA KUDA-KUDA DENGA PENGISI MORTAR RESINMuhammad Haris 1,Lukito Prasetyo.21&2 Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144Email : olfurnitur@yahoo.com, prasetyo_lukito@yahoo.comABSTRACTThe use of bamboo as a construction material as well as the price is quite reasonablebecause less tensile strength to accept the burden and the press is quite high, but the use ofbamboo as a construction material has not maxima. This is due to the coupling stalks ofbamboo structure is usually done using conventional ropes, diarrhea and pegs, so thecoupling is less robust. This gives the impression that the power connection is very low, so lookfor an alternative type of connection is stronger, and therefore needed a study for the connectionstructure of bamboo is more solid, the effect of the use of bamboo ori instruction in connectionto the horses bolt with resin mortar filler.From the tests the maximum compressive strength values obtained material resin mortarspecimens at 32 MPa. From the test results on material specimens tap the value of the maximumcompressive robust to be used as filler material in connection ori bamboo horses. Testing theconnection ori bamboo horses given level of loading is: 2000kg, 3000kg, and 4070kg. Bambooeasel Smbungan ori show damage upon receiving load of 4070 kg with a deflection of 8.02mm.Damage to the specimen material is different, this is due to the percentage of the added materialand a different impact. While damage to the connection ori bamboo horses are different, this isdue to the function of each connection is different.Keywords: Bamboo, Resin Mortar, Compressive Strength, Deflection]]>
<![CDATA[EVALUASI KINERJA ANGKUTAN UMUM PENUMPANG KOTA MALANG PADA JALUR GA (HAMID RUSDI - ARJOSARI) ]]>
<![CDATA[Tyas A M, Tri Asmaraning]]>;
<![CDATA[Ansyori, Alik]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2049
<![CDATA[EVALUASI KINERJA ANGKUTAN UMUM PENUMPANGKOTA MALANG PADA JALUR GA(HAMID RUSDI - ARJOSARI)Tri Asmaraning Tyas A M1, Alik Ansyori,21,2Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144 alik.syah@yahoo.comABSTRACTPublic transport passengers in Malang commonly called public transportation or public transitis on of the means of transport that is often used by people to perform daily activities - day, butpublic transport passengers in the city of Malang is now often seen to cause problems and distrupttraffic. The purpose of this study was to determine the level of service of public transport passangersGA pathway. The method used is the empirical methods that include surveys of static and dynamicsurvey. The results of the performance study of public transit passanger load factor pathway GAearned an average of 189,15 %,the average frequency of 62 kend / h, average time headway of 1,0minutes, average travel speed of 16,44 km/h.Keywords : Performance Evaluation of Public Transport Passengers]]>
<![CDATA[MANAJEMEN WAKTU, BIAYA DAN SDM PROYEK KONSTRUKSI PADA PEMBANGUNAN GEDUNG RUANG KULIAH FIA UNIVERSITAS BRAWIJAYA MALANG DENGAN MENGGUNAKAN METODE PERT DAN PDM ]]>
<![CDATA[Fakhrur Rozy, Anugerah]]>;
<![CDATA[R.G.W., Ode]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2036
<![CDATA[MANAJEMEN WAKTU, BIAYA DAN SDM PROYEK KONSTRUKSIPADA PEMBANGUNAN GEDUNG RUANG KULIAH FIAUNIVERSITAS BRAWIJAYA MALANGDENGAN MENGGUNAKAN METODE PERT DAN PDMAnugerah Fakhrur Rozy1, Ode R.G.W.21,2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACProject managers always want to find a method which can improve quality and control to dealwith the number of activities that tend to increase. To improve the quality of planning and control ofthe building project B FIA UB used a method, and the method used herein is Project Evaluation andReview Technique (PERT) Method and Presedence Diagram Method (PDM) with a software programtool Microsoft Office Project 2003.Completion time planning the optimal project using PERT and PDM is 303 days with atotal cost Rp 16,278,036,000.00 (including contractors profit + 10% PPN). From the calculation ofthe target analyte project completion time T (d), shows that the possibility of the project is completedon time / period of 303 days (normal time) only by 50%. Whereas if the duration / Project Completionperiod plus 3S (three times the standard deviation) is 303 days + 14.13 = 317.13 days, then it islikely the project is completed on time / period of 317.13 days at 99% (on time).Keywords: Time, Cost, SDM, PERT Method, PDM, Microsoft Office Project 2003.]]>
<![CDATA[STUDI EVALUASI DAN PERENCANAAN SISTEM JARINGAN DRAINASE KECAMATAN ROGOJAMPI KABUPATEN BANYUWANGI ]]>
<![CDATA[Khadafi, Muamar]]>;
<![CDATA[Setyono, Ernawan]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2045
<![CDATA[STUDI EVALUASI DAN PERENCANAAN SISTEM JARINGANDRAINASE KECAMATAN ROGOJAMPI KABUPATENBANYUWANGIMuamar Khadafi1, Ernawan Setyono21&2Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144ABSTRACTParts of the eastern part of the island of Java there is a district in the district called banyuwangi.The condition of the existing drainage system in the sub-district Rogojampi banyuwangi can say isinadequate to accommodate the construction of both the discharge flow from the waste comesfrom household or storm water discharge exists as hydrological impacts that occur in the regiontersabut. As a result, many districts Rogojampi often encounter serious problems due to standingwater is often the case in several sections of the area especially during the rainy season arrives. Soit is important to evaluate the channel capacity and planning of the new drainage system.Based on the evaluation results can be known that there are several sections of the channelwere not able to hold back the flood discharge stage biennial (two-year Q), so that the necessary replanningthe channel cross section. It provides a new drainage plan is also required to reduce thepool of water when it rains. It also required some supporting buildings culvert drainage system tominimize area genagnanKey Word ; Drainage, Discharge, Normalisation, Planing, Evaluasition]]>
<![CDATA[Cover Jurnal Media Teknik Sipil, Vol.12, No.1, Februari 2014 ]]>
<![CDATA[., Cover]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2089
<![CDATA[Cover Jurnal Media Teknik Sipil, Vol.12, No.1, Februari 2014]]>
<![CDATA[STUDI PERILAKU CAMPURAN LATASTON (HRS-WC) DENGAN “LIMBAH KARET BAN LUAR†SEBAGAI BAHAN PENGGANTI SEBAGIAN ASPAL ]]>
<![CDATA[Putra Kiswara, Candra]]>;
<![CDATA[Saiful Amal, Andi]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2037
<![CDATA[STUDI PERILAKU CAMPURAN LATASTON (HRS-WC) DENGAN“LIMBAH KARET BAN LUAR†SEBAGAI BAHAN PENGGANTISEBAGIAN ASPALCandra Putra Kiswara 1& Andi Saiful A21&2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144e-mail: candra_sum@yahoo.co.id, andiamal99@yahoo.co.idABSTRACTWaste to be one of the problems facing the nation at this time. Community is very disturbed bythe presence of various types of waste that is around their neighborhood. Ranging from industrialwaste to the waste home.The basic requirements of a road construction is to prepare the surface layer of a flat andstrong to ensure high security for a long time and the preservation of every detail in a variety ofweather. It required an asphalt mixture that is capable of supporting loads as well as capture thedamaging effects of traffic and the weather (climate) and can provide good service.With the addition of waste tire rubber is significantly affect mixture properties such Lataston(HRS-WC) Stability, Marshall Quontient, Flow and Air Voids. This is evidenced by the results oftesting using a Marshall. The average value of stability the average of 1220 kg. For Lataston (HRSWC)mix with additives outer tire rubber to rubber optimum levels (KKO) 11,50%, to produce amixture of qualities: Marshall Stability value = 1220 kg, Marshall Quotient value = 7,2 kN / mm,Value Air Marshall voids = 10,00%, Value Bitumen film thickness = 5,6 mm.Key Word: Waste Tire Rubber, Marshall Caracteristic]]>
<![CDATA[Daftar Isi Jurnal Media Teknik Sipil Vol.12 No.1, Februari 2014 ]]>
<![CDATA[Isi, Daftar]]>
<![CDATA[ Media Teknik Sipil Vol 12, No 1 (2014): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v12i1.2551
<![CDATA[Daftar Isi Jurnal Media Teknik Sipil Vol.12 No.1, Februari 2014 Pengaruh Variasi Gradasi Agregat (SLAG) Terhadap Kuat Tekan, Porositas Dan Kuat Tarik Belah BetonAbd. Basid 1, Yusuf W 2 ...........................................................................................................................1 - 9Manajemen Waktu, Biaya dan SDM Proyek Konstruksi pada Pembangunan Gedung Ruang Kuliah FiaUniversitas Brawijaya Malang dengan Menggunakan Metode Pert dan PDMAnugerah Fakhrur Rozy1, Ode R.G.W.2..............................................................................................10 - 19Studi Perilaku Campuran Lataston (HRS-WC) dengan “Limbah Karet Ban Luar†Sebagai Bahan PenggantiSebagian AspalCandra Putra Kiswara1 , Andi Saiful A2..............................................................................................20 - 29Pengaruh Penggunaan Serat High Density Polyethylene (HDPE) pada Campuran Beton Terhadap Kuat TarikBetonErwin Rommel1, Yunan Rusdianto2, Anita Kurniati3........................................................................30 - 37Analisa Biaya dan Waktu dengan Menggunakan Metode Time Cost Trade Off pada Proyek PembangunanHotel Aston Paramount MalangIktiva Sani1, Zamzami Septiropa2.................................................................................................... ...38 - 47Studi Evaluasi dan Perencanaan Sistem Jaringan Drainase Kecamatan Rogojampi Kabupaten BanyuwangiMuamar Khadafi1, Ernawan Setyono2..................................................................................................48 - 55Penggunaan Sambungan Bambu Ori Menggunakan Baut pada Kuda-Kuda dengan Pengisi Mortar ResinMuhammad Haris1,Lukito Prasetyo2................................................................................................. 56 - 62Pengaruh Bottom Ash Sebagai Pengganti Pasir dan Limbah Karbit Sebagai Bahan Tambah Semen TerhadapBerat Jenis, Kuat Tekan, dan Absorbsi BatakoNur Ali1, Rofikatul Karimah2 , H. E.Meiyanto3..................................................................................63 - 70Studi Perencanaan TPA Masukau dengan Sistem Sanitary Landfill di Kabupaten Tabalong Kalimantan SelatanRahmat Nazhary1, Ir.Warih K2.................................................................................................... .......71 - 79Ptimasi Diameter Pipa pada Sistem Jaringan Air Bersih dengan Menggunakan Linear Programming diKecamatan Turen MalangRega Putra Permana1, Chairil Saleh2..................................................................................................80 - 90Evaluasi Kinerja Angkutan Umum Penumpang Kota Malang pada Jalur GA (Hamid Rusdi - Arjosari)Tri Asmaraning Tyas A M1, Alik Ansyori2...........................................................................................91 - 99]]>
