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<![CDATA[PEMANFAATAN SERBUK KACA SEBAGAI BAHAN TAMBAH DALAM PEMBUATAN BATAKO ]]>
<![CDATA[Nursyamsi, Nursyamsi]]>;
<![CDATA[Indrawan, Ivan]]>;
<![CDATA[Hastuty, Ika Puji]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3292
<![CDATA[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.]]>
<![CDATA[APLIKASI RAJUTAN BAMBU SEBAGAI TULANGAN BALOK BETON ]]>
<![CDATA[Pinto, Agostinho Francisco]]>;
<![CDATA[Dewi, Sri Murni]]>;
<![CDATA[Nurlinah, Devi]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3276
<![CDATA[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.]]>
<![CDATA[Kajian Tingkat Kepuasan Pengguna Jasa terhadap Kinerja Pelayanan Angkutan Penyeberangan Lintas Kariangau – Penajam, Balikpapan ]]>
<![CDATA[Darmadi, Darmadi]]>;
<![CDATA[Arifin, Muhammad Zainul]]>;
<![CDATA[Agustin, Imma Widyawati]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3288
<![CDATA[The objectives of this study are for knowing costumer satisfaction level of ferry service performance Kariangau– Penajam trajectory, Balikpapan based on customer perception with existence of change of ship operational system from 8:4 (8 ship operated and 4 standby) become 10:2 (10 ship operated and 2 standby) and also for getting alternative solution to overcome problems which there is still after imposed of new ship operational system. This study uses Importance-Performance Analysis (IPA) and Customer Satisfaction Index (CSI)methods. Result of study pursuant to analysis of IPA quadrant, service attributes becoming major priority to be improve repaired by its performance are attribute hygiene of bath room/toilet in ship , accuracy of arrival time in destination port, accuracy of time voyage duration, condition of air circulation in ship and demonstration of usage of safety appliance in ship. CSI calculation result based on customer perception obtained value 69% that representation that assessment of respondent to ferry service performance of Kariangau – Penajam trajectory enter in satisfied category. ]]>
<![CDATA[Kajian Potensi dan Prioritas Lokasi Dry Port di Malang dan Pasuruan ]]>
<![CDATA[Bintang, Rahadi]]>;
<![CDATA[Sulistyo, Harnen]]>;
<![CDATA[Arifin, Muhammad Zainul]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3293
<![CDATA[The objectives of this study are knowing the current logistic performance based on customers perceptions, knowing the probability of dry port’s usage and the recommendations of dry port location with high priority in Malang and Pasuruan. This study uses Principle component analysis, stated preference dan analytic hierarchy process. Based on the results, the logistic performance index of Tanjung Perak Port-Malang route is 3.4, relatively even with Tanjung Perak Port-Pasuruan route that has index 3.41 at likert scale. For the both routes, commodity and transportation infrastructure have low score, less than 3 at likert scale. The probability usage is 88.95% when dry port gives3 days shorter in dwelling time, predicted lead time, five hundred thousand rupiahs cheaper in transportation and storage cost and 2 hours faster in travel time for logistic activities of a 20 feet container on Tanjung Perak Port-Pasuruan route. Pasuruan with priority weight 57.66% is more prioritized than Malang which has priority weight 42.34% as dry port location.To optimize the implementation of dry port in proposed location, increasing the commodity, transportation infrastructure and cargo clearance services at dry port integrated to seaport are recommended]]>
<![CDATA[Pengaruh Penambahan Tulangan Bambu terhadap Kuat Lentur Panel Semen Eceng Gondok ]]>
<![CDATA[Sujatmiko, Ahmad Fitri]]>;
<![CDATA[Dewi, Sri Murni]]>;
<![CDATA[Nurlinah, Devi]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3277
<![CDATA[This study is a follow-utilization of water hyacinth as a building material wall panel (Emen wall). From previous studies, physical properties, mechanical, acoustic and endurance burn this material meets the standards of building materials PUBI 1982 and ISO and ASTM C423-90a 03-6861.1-2002. In this study, the variable still is a variation of the test specimen without reinforcement with reinforcement of bamboo and bamboo in the form of a model variation of the beam section size (15x20cm) and sectional plates (5x15cm). While the independent variable is in the form of bending strength and deflection in the test specimen. The results showed the effect of bamboo reinforcement against bending strength cement panel hyacinth. On the test object model of the beam section with bamboo reinforcement ratio r = 0, r= 0.006 and r = 0.01 , powerful bending P = 24kg, P = 59kg and P = 72kg. To model the cross section of the plate with a bamboo reinforcement ratio r = 0, r = 0.017 and r = 0.025 , stronger bending is P = 3,33kg, P = 16,33kg and P = 21,83kg.]]>
<![CDATA[Studi Optimasi Pola Tanam Daerah Irigasi Gong Gang Kecamatan Parang Kabupaten Magetan ]]>
<![CDATA[Setyono, Ernawan]]>;
<![CDATA[Mucharom, safik]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3289
<![CDATA[Along with the increasing population growth, the need for food also increased. To meet that need for optimization studies of the factors that influence spatial patterns of planting in order to increase the volume of food production. Determination of the cropping pattern that will be used after the first known dependable flow and water requirements. Through the design cropping pattern is expected cropping intensity can be enhanced and existing water sources can be used optimally. linear programming used in this optimization study using QM for Windows 4 software. The most optimal results from the optimization that has been done is an alternative was began on November cropping patterns : rice-palawija-sugarcane season crops beginning 1st week of November, profits amounted to Rp 106.729.700.000 to the area that can be cultivated for the planting season I: Rice = 1990 ha, palawija = 307 ha sugarcane = 89 ha, planting season II: Rice = 1990 ha, palawija = 307 ha sugarcane = 89 ha, and planting season III: Rice = 258,2753 ha Palawija = 2038,725 ha, sugarcane = 89 ha]]>
<![CDATA[Penggunaan Abu Ampas Tebu (Bagasse Ash Of Sugar Cane) sebagai Bahan Pengganti Filler pada Campuran Aspal Panas (Hot Mix) Latasir B ]]>
<![CDATA[Alamsyah, Alik Ansyori]]>;
<![CDATA[Meiyanto, Hari Eko]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3285
<![CDATA[From year to year the Portland cement ( PC ) are known to have the price up and down. The Portland cement ( PC ) is used as a filler for asphalt mix is very limited , so it sought an alternative to the use of filler . The existence of abundant ash bagasse in sugar mills Indonesia is still not utilized properly . For now bagasse ash in Indonesian factories only used as fertilizer for sugarcane . This study aims to investigate the performance of hot mix asphalt ( HOT MIX ) LATASIR type - B ( HRSS - B ) with bagasse ash as filler material substitution using a variation of the collision. Specimens are made comprised of three major groups , namely : the test specimen using cement and bitumen of penetration 80/100 ( PC ) , the test object using bagasse ash and bitumen of penetration 80/100 with ( U.S. ) and the test object using the ash residue cane with a variation of the collision and penetration bitumen 80/100 with ( U.S. ) . Total specimen made amounted to 45 , for each type of mixture made 15 test specimens . For ( PC ) Levels of asphalt used is at 6.90% , 7.90% , 8.90 % , 9.90 % , and 10.90 % . Specifications are used to follow the standard Ministry of Settlements and Regional Infrastructure in 2001 using the Marshall method. Filler levels for each of the mixtures was 8.13% and 7.40% OBC generated . For ( AT ) levels fiiler used is 5.00 % , 10.00 % , 15.00 % , 20.00 % , and 25.00 % OBC for each - each mixture was 7.40% and the resulting levels of filler optimum bagasse ash of 7.10 % . Characteristic strength of the mixture based on the value of the stability conditions of the OBC and optimum filler levels . Carrying capacity of filler cement ( PC ) in a mixture of filler OBC 7.40% 8.13% yield and stability of the value of 720 kg , the carrying capacity of bagasse ash ( AT ) in a mixture of 7.40% OBC and filler 7.10% yield stability values 823.35 kg , while carrying a mixed impact on OBC 45 7.40% 7.10 % filler and produce value stability 840.66 kg.]]>
<![CDATA[Penciptaan Informasi Keruangan Waktu Musim Hujan dan Kemarau untuk Mengantisipasi Bencana Banjir dan Kekeringan ]]>
<![CDATA[Purwaamijaya, Iskandar Muda]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3290
<![CDATA[AbstractThe purpose of the study (1) design a conceptual model of spatial information during the rainy season and dry season to anticipate floods and drought, (2) create a functional model of the results of modeling conceptual, (3) implements spatial information during the rainy season and dry season to anticipate floods and droughts, Method of solving the problem is with descriptive and analytical techniques used spatial analysis and matrix. The conclusion of the study (1) the conceptual model results matrix analysis concluded basic map that used to be a small-scale (scope of West Java province) and refers to the raw information used by BPLHDs (Environmental Management Agency Region), (2) the functional model results matrix analysis concludes the number of components of spatial information to be presented is the 8 components of spatial information point (point), four components of spatial information line (line), 8 components of spatial information area (polygon) and 12 components of spatial information text (annotation), (3) implementation of the model results matrix analysis produces unity polygon graphics information to the boundary of the village, sub-district boundaries, county boundaries, the provincial boundaries, bodies of water catchment areas, wind roses, land use stored in the record and file levels. Unity of graphic information point for the station rainfall and bodies of water that is stored in the record and file levels. Unitary information line for a body of water, Isohyets, isobars and isotemp stored in the record and file levels.]]>
<![CDATA[Evaluasi Kebutuhan Angkutan Angkutan Umum Penumoang Kota Malang (Studi Kasus Rute Arjosari-Dinoyo-Landungsari) ]]>
<![CDATA[Abadi, Khoirul]]>;
<![CDATA[Ruskandi, Ruskandi]]>
<![CDATA[ Media Teknik Sipil Vol 14, No 1 (2016): Februari ]]>
Publisher : <![CDATA[Department of Civil Engineering, Faculty of Engineering, University of Muhammadiyah Malang ]]>
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DOI: 10.22219/jmts.v14i1.3318
<![CDATA[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.]]>
