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Media Teknik Sipil
Published by Universitas Muhammadiyah Malang
ISSN : 16933095     EISSN : 25977660     DOI : 10.2229.
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 433 Documents
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ANALISIS SISTEM PENGENDALIAN BIAYA (COST CONTROL FRAMEWORK) PADA PROYEK PELEBARAN JALAN SP.3 LEMPAKE SAMARINDA - SP.3 SAMBERA KALIMANTAN TIMUR Prana, Edward; Anwar, M.Ruslin; Zaika, Yulvi
Media Teknik Sipil Vol 10, No 2 (2012): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (119.523 KB) | DOI: 10.22219/jmts.v10i2.1785

Abstract

Edward Prana1, M.Ruslin Anwar2 & Yulvi Zaika31,2 & 3Fakultas Teknik Jurusan Teknik Sipil Universitas Brawijaya MalangAlamat Korespondensi: Jl. MT. Haryono No 167 Malang, Indonesiae-mail: edwarprana@ymail.comABSTRACTIn this study, will be analyzed Cost control framework on one road construction project inEast Kalimantan using Earned Value Concept and Work Break Down Structure. As the object ofstudy is Sp.3 Road Widening Project Lempake (Dublin) - Sp.3 Sambera located in the city ofSamarinda, East Kalimantan. way of acquiring primary data through observation and interviewsdirectly to the project, while secondary data from project documents.Performance costs and time by using Earned Value Concept in terms of the reporting week 25CV and SV value value Positive Negative, indicating that the work has been delayed from the timethe work plan, but the cost is still below the budgeted costs. Resource use efficiency using EarnedValue Fund at week-25 values of 1.11 and SPI CPI of 0.93. Cost performance, while showinggood performance for performance efficiency by less well because of a delay of the planned time.Predicted cost and project completion time estimated the cost for the remaining work on theassumption that the trend of the performance of the project will remain until the end of the project(ETC) amounted to Rp 3, 138,305,144.17 while the estimated cost of up project completion (EAC)is equal to = Rp. 9,871,988,500.07, which means there is no advantage or still under the budget plan(PV) in the amount of Rp. 10,968,876,111.19. While the estimated schedule for the completion ofthe aspects of the job completion time estimates obtained (TE) assuming the performance trend ofthe project remains is 212 days. This means that the project will be delayed approximately 14 daysof 198 days plan.Keywords: Control cost (Cost control framework), Work Break Down Structure, Earned ValueConcept.
PEMANFAATAN SERBUK KACA SEBAGAI BAHAN TAMBAH DALAM PEMBUATAN BATAKO Nursyamsi, Nursyamsi; Indrawan, Ivan; Hastuty, Ika Puji
Media Teknik Sipil Vol 14, No 1 (2016): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (551.268 KB) | DOI: 10.22219/jmts.v14i1.3292

Abstract

The growing need for adobe bricks as a substitute for lead to an increase in demand for cement as brick-forming material that needs to be done to reduce their use of innovation, one using glass powder. The initial idea of thinking that the chemical elements that exist on the glass some of which are the same as in the cement, the silica (SiO2). This study uses a glass powder as a substitute against the weight of cement. Glass powder used consisted of two types of glass powder passes sieve No. 100 retained on the 200 mesh (BSKø100-ø200) and glass powder escaped sieve No. 200 (BSK <ø200) with six kinds of mixed composition of 0%, 10%, 15%, 20%, 25% and 30%. Analysis of the data by using the provisions of SNI 03-0349-1989. The results showed the entire BSK qualify for the water absorption of solid concrete brick quality I by SNI 03-0349-1989. Visual examination showed BSK surfaces have angled, flat, and free from cracks. BSK0% compressive strength of 95,289kg / cm2 and the compressive strength is highest in BSK <ø200_20% of 91,422kg / cm2 and the quality I belong to the SNI 03-0349-1989. Tensile strength BSK0% of 16,268kg / cm2 and the tensile strength is highest on-ø200 BSKø100 percentage of 15% of 19,464kg / cm2. Overall it is known that BSK <ø200 persentse 20% is the percentage of the nicest to be applied next.
COVER JURNAL MEDIA TEKNIK SIPIL VOL.12, NO.2 AGUSTUS 2014 ., Cover
Media Teknik Sipil Vol 12, No 2 (2014): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2253.951 KB) | DOI: 10.22219/jmts.v12i2.2278

Abstract

Cover Jurnal Media Teknik Sipil Vol.12, No.2 Agustus 2014
ANALISIS PERCEPATAN WAKTU PENYELESAIAN PROYEK MENGGUNAKAN METODE FAST-TRACK DAN CRASH PROGRAM Stefanus, Yohanes
Media Teknik Sipil Vol 15, No 1 (2017): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (545.013 KB) | DOI: 10.22219/jmts.v15i1.4494

Abstract

Tujuan penelitian ini adalah untuk mengetahui percepatan waktu dan biaya yang dapat dihemat pada proyek Hotel Dewarna Tahap II Bojonegoro. Berdasarkan laporan realisasi sampai minggu ke-13 atau 86 hari kerja baru mencapai 34,58% sedangkan persentase rencana awal sebesar 53,522%, sehingga terjadi deviasi antara rencana dan realisasi. Akibatnya pekerjaan mengalami keterlambatan waktu yang awalnya direncanakan selesai dalam waktu 233 hari menjadi 261 hari. Untuk mempercepat waktupenyelesaian proyek agar tidak terjadi keterlambatan maka kajian ini menggunakan metode fast-track dan crash program untuk kemudian dibandingkan hasilnya. Hasil analisis menggunakan metode fast-track dan crash program dari segi waktu bisa ditekankan kembali seperti rencana awal yaitu proyek selesai dalam waktu 233 hari. Dari segi biaya dengan metode fast-track membutuhkan biaya sebesar Rp 26.376.440.619, sedangkan dengan metodecrash program membutuhkan biaya sebesar Rp 26.504.146.817.Kedua metode tersebut mampu mengurangi biaya akibat keterlambatan proyek yang awalnya sebesar Rp 27.059.140.712. dari segi biaya metode fast-track lebih murah, akan tetapi  memiliki resiko yang lebih besar karena apabila salah satu pekerjaan yang berada pada lintasan kritis mengalami keterlambatan akan mempengaruhi pekerjaan lainnya.
©ALGORITMA GENETIK UNTUK MENINGKATKAN KINERJA MODEL TANGKI STANDAR PADA ANALISA TRANSFORMASI DATA HUJAN MENJADI DATA ALIRAN SUNGAI ., Sulianto
Media Teknik Sipil Vol 10, No 1 (2012): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1272.566 KB) | DOI: 10.22219/jmts.v10i1.1216

Abstract

Fundamental weakness of the tank model application is so much value parameters must firstbe defined simultaneously before the model was applied. This condition causes tank models areconsidered not efficient to solve practical problems. This research is an attempt to improve theperformance of Standard Tank Model that can be applied more effectively, especially for thetransformation of climate data into the stream data. The discussion focused on efforts to completethe system of equations in standard tank model using genetic algorithms for optimization parameters,so that the resulting equation system can determine the appropriate model parameters automaticallyat a watershed in the study. Standard tank model is a system composed tank 4 series and has 17parameters. Results of research on the Konto Watershed and the Lekso Watershed show thatStandard Tank Model-based Genetic Algorithm can present relationships very well climate data andstreams data. At the maximum generation value of 500 obtained root mean square error (RMSE) of0.241 m3/sec for the Konto Watershed and the Lekso Watershed of 0.30 m3/sec.Keywords: genetic algorithm, a standard tank model, optimization, parameters
APLIKASI RAJUTAN BAMBU SEBAGAI TULANGAN BALOK BETON Pinto, Agostinho Francisco; Dewi, Sri Murni; Nurlinah, Devi
Media Teknik Sipil Vol 14, No 1 (2016): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (725.705 KB) | DOI: 10.22219/jmts.v14i1.3276

Abstract

Need for the use of reinforced concrete in housing construction will increase along with the rapid population growth. This increases the need for steel reinforcement as a major component. The increase in need for steel reinforcement will trigger a price increase so that it becomes expensive and scarce. Iron ore as a raw material for making steel reinforcement is a mineral that can not be renewed. Therefore, efforts to use alternatives to steel reinforcement in concrete. Bamboo has good mechanical properties and a high ratio between strength and weight. Bamboo has a tensile strength is high, between 100-400 MPa, nearly matching the tensile strength equivalent to steel reinforcement ½ to ¼ of iron ultimate voltage (Widjaja, 2001) and (Surjokusumo and Nugroho, 1993) showed similar results and by the Moriscos, 1996 that the tensile strength of bamboo can reach 1280 kg / cm2. Bamboo can be used as the material of reinforced concrete. This study aims to determine the capacity of the bending beam with reinforcement of bamboo, bamboo reinforced beam deflection capacity. This experiment is a concrete beam bending test. The results showed that bamboo reinforced concrete beam has a maximum capacity reached 56.61% of the maximum capacity of steel reinforced concrete.
DAFTAR ISI JURNAL MEDIA TEKNIK SIPIL VOL. 09 NO.1 HAL. 01-95 FEBRUARI 2011 Isi, Daftar
Media Teknik Sipil Vol 9, No 1 (2011): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (15.459 KB) | DOI: 10.22219/jmts.v9i1.1109

Abstract

Penggunaan Pertamax Sebagai Modifier Pada Lasbutag Campuran Dingin Untuk Perkerasan JalanAlik Ansyori Alamsyah ................................................................................................................1-7Pemanfaatan Getah Karet Pada Aspal AC 60/70 Terhadap Stabilitas Marshall Pada Asphalt Treated Base (Atb)Andi Syaiful Amal ........................................................................................................................8-16Pemakaian  Model Diterministik Untuk Transformasi Data Hujan Menjadi Data Debit Pada Das LahorErnawan Setyono .......................................................................................................................17-28Pemakaian Fine Coarse Aggregate Sebagai Bahan Paving Tahan Aus  (Fine Coarse Aggregate Usage As Raw Materials Of Abrasion Resistant Paving)Erwin Rommel ..........................................................................................................................29-35Kajian Pergerakan Kendaraan Belok Kiri Langsung dan Lurus Langsung pada Simpang BersinyalKhoirul Abadi1, Imam Muryanto2, Hermin Eka Wijayanti3 .................................................36-49Studi Evaluasi Pencahayaan Alami Pada Gedung Kuliah Bersama III Universitas Muhammadiyah MalangOde Rapija Gw1, Beta Suryo Kusumo2....................................................................................50-60Konstruksi Pracetak Tahan Gempa Pada Rumah Susun Sewa Sederhana Universitas Muhammadiyah MalangRatih Sarwendah Komala Dewi...............................................................................................61-69Penentuan nilai field capacity pada sampah segar Dan sampah lamaSamin ..........................................................................................................................................70-77Hubungan Panjang Seri Data Historik Terhadap Kualitas Data Hasil Prediksi Pada Penerapan Model Rantai Markov Untuk Peramalan Aliran SungaiSulianto ......................................................................................................................................78-86Mengembangkan Potensi Energi Terbarukan Di Jaringan Irigasi Dengan Pembangkit Listrik Tenaga Mikro Hidro (PLTMH)Suwignyo ....................................................................................................................................87-95
PEMANFAATAN LIMBAH ABU MARMER SEBAGAI FILLER TERHADAP KARAKTERISTIK MARSHALL PADA CAMPURAN LAPIS TIPIS ASPAL PASIR (LATASIR) B Amal, Andi Syaiful; Saputra, Wahyuddin
Media Teknik Sipil Vol 16, No 2 (2018): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (459.552 KB) | DOI: 10.22219/jmts.v16i2.6744

Abstract

Latasir (HRSS) Kelas B merupakan campuran yang ditujukan untuk jalan-jalan dengan lalu lintas ringan, khususnya pada daerah dimana agregat kasar tidak tersedia. Campuran ini mempunyai ketahanan alur (rutting) yang rendah oleh sebab itu tidak boleh digunakan dengan lapisan yang tebal, pada jalan dengan lalu lintas berat dan pada daerah tanjakan. Struktur abu marmer yang halus dan dapat lolos saringan #200 layaknya semen, sehingga dapat dikaji sebagai bahan material alternatif filler dalam campuran aspal khususnya latasir kelas b. Penelitian ini menggunakan metode Central Quality Control & Monitoring Unit (CQCMU). Tujuan dilakukan penelitian ini adalah untuk mengetahui nilai karakteristik marshall pada campuran latasir kelas b dengan filler abu marmer dan mengetahui presentase kadar optimum yang digunakan sebagai pengganti abu marmer berdasarkan kadar aspal optimum. Hasil pengujian campuran latasir kelas b menggunakan filler abu marmer dengan kadar aspal optimum 9,01% diperoleh presentase kadar optimum abu marmer sebesar 52,22% maka diperoleh nilai karakteristik Marshall adalah Marshall Stability 800,00 Kg, Marshall Qoutient 1,9 Kg/mm, Volume Air Void 4,9 %, Film Thickness 8,56 ?m.
EVALUASI RUTE ANGKUTAN KOTA BERBASIS KEBUTUHAN PERGERAKAN MASYARAKAT DENGAN METODE (GIS) DI KOTA MALANG M. K, Achendri; ., Wicaksono; Suharyanto, Agus
Media Teknik Sipil Vol 13, No 1 (2015): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (452.1 KB) | DOI: 10.22219/jmts.v13i1.2537

Abstract

EVALUASI RUTE ANGKUTAN KOTA BERBASIS KEBUTUHAN PERGERAKAN MASYARAKAT DENGAN METODE (GIS) DI KOTA MALANGEvaluation of Public Tramsportation Based on People Demand With (GIS) Methode In Malang CityAchendri M. K1, A. Wicaksono2, Agus Suharyanto31,2,3Jurusan Teknik SipilFakultas TeknikUniversitas BrawijayaAlamat korespondensi : Jln. MT. Haryono, Malang, Jatime-mail: 1)achendri.ac@Gmail.comAbstractThe problem of public transport in the city of Malang have much affect on the city , to prevent public transport issues are more complex , it is essential to be anticipated as early as possible with the ? Evaluation of City Transportation These Movement Needs a Community- Based Methods ( GIS ) in Malang ?. The total area of these villages through which the TST area of 36.86 km2 . Broad coverage area of 25.41 km2 . Broad coverage area clean without overlapping area of 11.68 km2 . The results show that the overlay area unserved area of 11.45 km2 . The majority of the people on the TST still willing to use public transportation with a maximum distance of 200m . The total area through which the village area of 21.325 km2 route ABH . Broad coverage area of 19.12 km2 . Broad coverage area clean without overlapping area of 0 km2 . So the overlay results show that the area of the unserved area of 2.208 km2 . The majority of the people on the route ABH still willing to use public transportation with a maximum distance of 100m . The total area through which the village area of 12.998 km2 HM service . Broad coverage area of 11.87 km2 . Broad coverage area clean without overlapping area of 1,496 km2 . So the overlay results show that the vast area covering 1,123 km2 unserved . Communities on the route HM still willing to use public transportation with a maximum distance of 200m.Key Word : GIS, coverage area, overlapping area, routeAbstrakMasalah angkutan umum di Kota Malang telah banyak mempengaruhi kegiatan kota, untuk mencegah timbulnya permasalahan angkutan umum yang lebih kompleks lagi, maka perlu kiranya diantisipasi sedini mungkin dengan ?Evaluasi Rute Angkutan Kota Berbasis Kebutuhan Pergerakan Masyarakat Dengan Metode (GIS) Di Kota Malang?. Luas wilayah kelurahan yang dilalui rute TST seluas 36,86 km2. Luas coverage area 25,41 km2. Luas coverage area bersih tanpa adanya overlapping seluas 11,68 km2. Hasil overlay menunjukkan bahwa luas area yang belum terlayani seluas 11,45 km2. Mayoritas masyarakat pada rute TST masih bersedia menggunakan angkot dengan jarak maksimal 200m. Luas wilayah kelurahan yang dilalui rute ABH seluas 21,325 km2. Luas coverage area 19,12 km2. Luascoverage area bersih tanpa adanya overlapping seluas 0 km2. Sehingga hasil overlay menunjukkan bahwa luas area yang belum terlayani seluas 2,208 km2. Mayoritas masyarakat pada rute ABH masih bersedia menggunakan angkot dengan jarak maksimal 100m. Luas wilayah kelurahan yang dilalui rute HM seluas 12,998 km2. Luas coverage area 11,87 km2. Luas coverage area bersih tanpa adanya overlapping seluas 1,496 km2. Sehingga hasil overlay menunjukkan bahwa luas area yang belum terlayani seluas 1,123 km2. Masyarakat pada rute HM masih bersedia menggunakan angkot dengan jarak maksimal 200m.Kata kunci : GIS, urban sprawl, transportation, route
ANALISA BIAYA DAN WAKTU DENGAN MENGGUNAKAN METODE TIME COST TRADE OFF PADA PROYEK PEMBANGUNAN HOTEL ASTON PARAMOUNT MALANG Sani, Iktiva; Septiropa, Zamzami
Media Teknik Sipil Vol 12, No 1 (2014): Februari
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (138.706 KB) | DOI: 10.22219/jmts.v12i1.2039

Abstract

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

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