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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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Evaluasi Kebutuhan Angkutan Angkutan Umum Penumoang Kota Malang (Studi Kasus Rute Arjosari-Dinoyo-Landungsari) Abadi, Khoirul; Ruskandi, Ruskandi
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 | DOI: 10.22219/jmts.v14i1.3318

Abstract

Public transport passengers in Malang called angkot is one of the means of transportation that allows people to perform daily activities, but transport is increasingly interested in the community due to the low level of services, so that many people to using private vehicles. The fleet of public transport passengers (FPTP) routes ADL is currently 118 units with a capacity of 12 passenger/vehicle. Purpose of this study is to determine the performance, productivity and the needs of FPTP ADL optimal trajectory in the city of Malang. The method used in this study adopts the Technical Guidelines for the Implementation of Public Transport in Cities in Fixed Route and Regular (Direktorat Jendral Perhubungan Darat 2002) and using empirical formulations. The study of public transport performance passenger route ADL in 2015, the average load factor of 97.06%, the average frequency of 23.56 vehicle/hour, average headway time of 2.60 minutes, the average travel time 4,10 min/km, average travel speed of 15.03 km/hour. The average productivity of 55 passenger/day-vehicle with optimal fleet size is 116 units.
Daftar Isi. JURNAL Media Teknik Sipil, ISSN: 1693-3095 Volume 12, Nomor 2, Agustus 2014 Isi, Daftar
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 | DOI: 10.22219/jmts.v12i2.2279

Abstract

Daftar Isi. JURNAL Media Teknik Sipil, ISSN: 1693-3095  Volume 12, Nomor 2, Agustus 2014 DAFTAR ISIPengaruh Inovasi Produk Perumahan Terhadap Kepercayaan Konsumen Perumahan Kepada Developer (Studi Kasus Perumahan di Kabupaten Jember)Amri Gunasti .....................................................101-110Perbaikan Sifat Fisik dan Reaktifitas Fly Ash sebagai Cementitious pada Beton Erwin Rommel1, Dini Kurniawati2, Arman Putra Pradibta3.........................................................111 - 118Alternatif  Pemakaian  Agregat  Lempung  Bakar  pada Beton  Ringan  Non  Pasir  Fahrudin Safi1 & Rofikatul Kharimah2........................................................119 - 129Evaluasi Kinerja Angkutan Umum Penumpang Kota Mataram (Studi Kasus : Rute Sweta – Ampenan)Hilda Yuliana1 & Khoirul Abadi2...........................130 - 138Pengaruh Penggunaan Material Cetak Terhadap Waktu dan Biaya Proyek Pembangunan Rumah Sejahtera Tapak (RST) Imam Wahyudi1, Ludfi Djakfar2, Arief Rachmansyah3.................................................139 - 148Metode Eksperimental Perkuatan Kolom Beton Bertulang Menggunakan FRP Karmila Achmad1, Agoes SMD2, Tavio3................149 -  157Indek Kerentanan dan Amplifikasi Tanah Akibat Gempa di Wilayah Universitas Muhammadiyah JemberMuhtar1 & Arief Alihudien2................................. 158 - 162Penggunaan Abu Dasar Batubara Sebagai Pengganti Sebagian Agregat Halus pada Campuran Latasir B Terhadap Karakteristik MarshallRoza Gusman1 & Alik Ansyori2.............................163 - 172Kritik dan Pemecahan Penggunaan Konstruksi Beton Cor pada Rekayasa Jalan Dalam Upaya Membangun Konstruksi Jalan yang BerkelanjutanSarjono Puro1, Niken Atmiwyastuti2, Nina Restina3 .........................................................................173 - 182Analisa Tarif Angkutan Umum Berdasarkan  Biaya Operasional Kendaraan, ATP dan WTPSekar Arum1 & Samin2...............................................................183 - 190Jejak Karbon Pengolahan Sampah di TPS Tlogomas Malang Sunarto1, Sudharto P. Hadi2, Purwanto3................191  - 196
KAJIAN KARAKTERISTIK DAS UNTUK DAERAH TANGKAPAN HUJAN WADUK SERMO KABUPATEN KULON PROGO, DAERAH ISTIMEWA YOGYAKARTA Nifen, Silta Yulan; Kironoto, Bambang Agus; Luknanto, Djoko
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 | DOI: 10.22219/jmts.v15i1.4415

Abstract

Manusia memiliki peran penting terhadap suatu Daerah Aliran Sungai (DAS). Setiap aktivitas yang dilakukan manusia sangat berpengaruh terhadap DAS, baik secara langsung maupun tidak langsug. Pengolahan Karakterisitik DAS untuk DTH Waduk Sermo menggunakan software Arc.GIS 10.1. Parameter Bifurcation Ratio DTH Waduk Sermo diperoleh Br < 3 yang berarti alur sungai mempunyai kenaikan muka air banjir dengan cepat sedangkan penurunnya lambat, perhitungan nilai kerapatan aliran (Dd) DTH Waduk Sermo yaitu 1,86 km/km2 tergolong sedang berarti kondisi material bawah permukaannya kedap air dengan vegetasi yang sedang. Untuk Indeks CN DTH Waduk Sermo memperoleh 81,3 yang berarti potensi aliran permukaan tinggi, kandungan liat tinggi dan permeabilitas rendah.
Cover Jurnal Media Teknik Sipil Vol. 10, No.2. Agustus 2012 Jurnal Media Teknik Sipil, Cover
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 | DOI: 10.22219/jmts.v10i2.1745

Abstract

Cover Jurnal Media Teknik Sipil Vol. 10, No.2. Agustus 2012
Studi Evaluasi dan Pengembangan Jaringan Distribusi Air Bersih PDAM Kota Malang pada Kecamatan Kedungkandang Shaleh, Chairil; Angguntiana, Afrenia Dewi
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 | DOI: 10.22219/jmts.v14i1.3286

Abstract

Clean water is a basic need for humans to get priority in the handling and fulfillment. To meet these needs should be evaluated and the development of clean water needs of the community so that optimally fulfilled. The purpose of this study is that calculates water requirements in the study area and plan the development of clean water distribution network system in the District Kedungkandang, to support the planning process pipelines are needed appropriate software tools that Waternet ver DEM09, this program serves to analyze the flow of water flowing in the pipeline and can determine the pressure in each pipe. Evaluation results show an increase in the service of PDAM Malang to the subdistrict. Kedungkandang of 72% (service in 2013) became 81.9% (Service 2024). By using geometric regression analysis, the projected number Kedungkandang District residents in 2024 reached 194 801 inhabitants. With the need for clean water that reaches the average 282.6 liters / sec, the distribution of water using gravity and pipe diameter is 25 mm - 150 mm. 
Pemakaian Model Diterministik Untuk Transformasi Data Hujan Menjadi Data Debit Pada Das Lahor Setyono, Ernawan
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 | DOI: 10.22219/jmts.v9i1.1112

Abstract

Hydrologic analysis is an important stage in water resources development activities, therefore the output of the general hydrological analysis will determine the direction of water resources development strategy in a comprehensive and more narrow scale will determine the dimensions and characteristics of the necessary infrastructure. Determination of hydrological quantities are actually not too difficult when the data for analysis is available in sufficient quantity and quality. Classical problems in developing countries, including Indonesia, the availability of river flow data series is quite a separate issue, so the solution must be done by to specification climate variables into a variable flow. So far this has been developed conceptual model, of course, each has advantages and disadvantages because basically models were developed according to local hydrological conditions. All models are basically developed from the same basic concept, namely the hydrological cycle. Basic things that sets it apart is the way to interpret the process until the rain began to flow. This is what would need to be studied further in this study.This study is an attempt to determine the performance model determinstic of FJ Mock, NRECA, and Tank model and can explain the comparative level of performance of the deterministic model in Reservoir Lahor.Results of research on Lahor Reservoir indicated that the tank model is able to present the relationship of climate data and data streams very well. In this research obtained on the model RMSE value of model NRECA is 7.854 m3/sec, model FJ Mock for 18.696 m3/sec and Tank Model for 7.823 m3/sec.Keywords: discharge, NRECA model, fjmock model, model tank
Faktor-Faktor yang Mempengaruhi Kinerja Manajer Proyek pada Proyek Konstruksi Gunasti, Amri
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 | DOI: 10.22219/jmts.v13i1.2540

Abstract

Faktor-Faktor yang Mempengaruhi Kinerja Manajer Proyek pada Proyek KonstruksiThe Factors That Affecting Performance of Project Manager In Project ContructionAmri GunastiJurusan Teknik Sipil-Fakultas Teknik Universitas Muhammadiyah JemberAlamat korespondensi Jl. Karimata No. 49 JemberEmail : Amri.gunasti@yahoo.co.idAbstractTo achieve the goal of the project owners, consultants and contractors on construction projects will greatly depend project manager’s performance. To maximize the performance of the project manager, steakholder have to know anything what is mempenguruhi performance .. So far very few references about the factors that affect the performance of the project manager on construction work. Given the construction project is a very unique job then identify the factors that affect the performance of the project manager is a necessity. To get the data, both primary and secondary research conducted in Jember district. Data analysis was performed with descriptive statistics, such as test data quality, classic assumption test, and hypothesis testing. Based on the analysis of data turns out there is a positive and significant influence between Compensation, Motivation, Competence, Work Environment and Job Satisfaction with Performance Construction Project Manager in Jember that produces t value amounted to sequentially each for Compensation 10.341, 9.231 for motivation, 8.621 to competence, to 7.421 and 7.451 for the Work Environment Job Satisfaction.Keywords: Performance, Manager, Project Construction.AbstrakUntuk mencapai tujuan pemilik proyek, konsultan serta kontraktor pada proyek konstruksi sangat tergantung akan kinerja manajer proyek. Untuk memaksimalkan kinerja manajer proyek, steakholder harus mengetahui apasaja yang mempenguruhi kinerjanya.. Selama ini sangat sedikit referensi tentang faktor-faktor yang mempengaruhi kinerja manajer proyek pada pekerjaan konstruksi. Mengingat proyek konstruksi merupakan pekerjaan yang sangat unik maka identifikasi faktor-faktor yang mempengaruhi kinerja manajer proyek merupakan sebuah keniscayaan. Untuk mendapatkan data, baik primer maupun skunder dilakukan penelitian di kabupaten Jember. Analisis data dilakukan dengan statistik deskriptif, berupa uji kualitas data, uji asumsi klasik, serta uji hipotesis. Berdasarkan hasil analisis data ternyata terdapat pengaruh yang positif dan signifikan antara Kompensasi, Motivasi, Kompetensi, Lingkungan Kerja, serta Kepuasan Kerja dengan Kinerja Manajer Proyek Konstruksi yang ada di Kabupaten Jember yang menghasilkan nilai t hitung sebesar secara berurutan masing-masing 10,341 untuk Kompensasi, 9,231 untuk motivasi, 8,621 untuk Kompetensi, untuk 7,421 Lingkungan Kerja serta 7,451 untuk Kepuasan Kerja.Kata kunci : Kinerja, Manajer, Proyek, Konstruksi.
PENGARUH BOTTOM ASH SEBAGAI PENGGANTI PASIR DAN LIMBAH KARBIT SEBAGAI BAHAN TAMBAH SEMEN TERHADAP BERAT JENIS, KUAT TEKAN, DAN ABSORBSI BATAKO Ali, Nur; Karimah, Rofikatul; E.Meiyanto, H.
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 | DOI: 10.22219/jmts.v12i1.2046

Abstract

PENGARUH BOTTOM ASH SEBAGAI PENGGANTI PASIR DANLIMBAH KARBIT SEBAGAI BAHAN TAMBAH SEMENTERHADAP BERAT JENIS, KUAT TEKAN, DAN ABSORBSIBATAKONur Ali1, Rofikatul Karimah2 , H. E.Meiyanto31,2,3 Jurusan Teknik Sipil Fakultas Teknik – Universitas Muhammadiyah MalangAlamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144Email: rofikatulkarimah@gmail.comABSTRACTBasically concrete brick is formed from cement, sand and water, than a breakthroughmade in manufacturing of concrete brick with the utilization of wastes which have no economicvalue are also widely available in the environment than is waste of bottom ash an carbide. In thisresearch, a normal concrete brick consist of cement, san, and water which given variation ofcarbide waste ranging from 10%, 20%, and 30%, afterwards a replacement of sand by bottomash is made with a given variation of carbide waste 10%, 20%, and 30%. Result of the researchthat applying sand as subtle aggregate and waste of carbide as additional material for cementgets the best result on the variation of carbide waste 30% with strength of compression 69,10MPa and 3,58% absorption capacity, it is better rather than normal concrete brick on the variationof carbide waste 0% with compressive strength of 48,74 MPa and 5,49 absorption capacity.After wards, by doing replacement of sand with bottom ash as subtle aggregate and addedwaste carbideas its variations is obtained the best results in the variation of carbide waste 30%with compressive strength 52,37 MPa and 6,92 of absorption capacity better rather than 0% ofvariation carbide waste with strength of compession 19,64 MPa and 12,01 of absorption capacity.Keyword: Concrete Brick, bottom ash, waste carbide.
STUDI GENANGAN KAWASAN BANJARMASIN UTARA KOTA BANJARMASIN Fitriansyah, Fitriansyah; Sibawahi, Akhmad
Media Teknik Sipil Vol 14, No 2 (2016): Agustus
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22219/jmts.v14i2.3747

Abstract

Kota Banjarmasin yang dikenal sebagai Kota Seribu Sungai terletak di bagian hilir Sungai Martapura yang bermuara di Sungai Barito secara administrasi pemerintahan Kota Banjarmasin memiliki lima kawasan yaitu kawasan Banjarmasin Utara, Banjarmasin Tengah, Banjarmasin Barat, Banjarmasin Timur, dan Banjarmasin Selatan. Dalam rencana tata ruang kota Banjarmasin kawasan Banjarmasin utara merupakan salah satuPusatPelayanan Kota sebagai pusat pertumbuhan utama dan pusat kegiatan wilayah perkotaan, Oleh sebab itu sangat perlu untuk dilakukan Studi Genangan kawasan Banjarmasin Utara untuk menangani genangan di wilayah tersebut. Genangan yang terjadi di Kota Banjarmasin disebabkan oleh air sungai pasang, air hujan maupun hujan yang bersamaan dengan air sungai pasang.Dalam stud igenangan kawasan Banjarmasin Utara dilakukan dengan pengumpulan data survey genangan, penyebab genangan, survey pasang surut sungai, kemudian dilakukan pemetaan genangan. Untuk mencapai tujuan dari studi ini maka perlu dilakukan tahapan-tahapan analisis  berupa : Analisa Hidrologi untuk mengetahi curah hujan rata-rata dan menghitung debit banjir rencana (debit puncak limpasan permukaan) pada DAS, analisa genangan dengan kenaikan elevasi muka air yang di simulasikan dalam peta, dan peta genangan yang diproyeksikan pada peta dibeberapa sub DAS yaitu pada sub DAS Andai, sub DAS Awang, sub DAS Jahri Saleh, sub DAS Kedaung, dan sub DAS Kuin.
KAJIAN BIAYA OPERASIONAL KENDARAAN ANGKUTAN PENUMPANG UMUM KOTA MALANG Abadi, Khoirul
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 | DOI: 10.22219/jmts.v10i1.1208

Abstract

Almost of Malang public passenger transport vehicles (APU) that operates has reached 17years or more. APU renewal vehicles opinion offered by the Government has always rejected by theoperator. Though Performance of a city depends on the quality of transportation system performance,including the performance of public passengers transportation. This study aimed to produce aconstructive information to support the APU vehicles renewal in public passenger transport operationMalang better. This study has an empirical method, refers to the decision of Director General ofLand Transportation No.687/AJ.206/DRJD/2002 and the Minister of Transportation Decree No.89/2002. The results of the study showed that the average of the vehicle operating costs (renewalvehicles) is Rp. 121,906,736, -/year or Rp. 1.671, -/km. Based on the average of the number ofpassengers (actual), it is shown that the difference of the average between acceptance of the tariffand the vehicle operating cost is Rp. 143,121.79 per-vehicle per-day.Keyword: public passenger transport, vehicle operating cost

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