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eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia
Published by Universitas Tribhuwana Tunggadewi
ISSN : -     EISSN : 2548771X     DOI : -
Core Subject : Science, Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Energy Engineering Industrial & Manufacturing Engineering
Focus and Scope of this journal are : Chemical Engineering including : bioenergy processing, environmental engineering, natural resource management, Heat and Mass Transfer, Chemical Reaction, Analytical Chemistry, Biochemistry, Designing tools and chemical processes, Chemical industry process, Computing and modeling (simulation) process, Particle and nano technology, membrane technology, esessential oil technology, and phytopharmaca, etc. Civil Engineering including : technology of construction materials, transportation system, environmental layout, concrete and wood structures, steel construction, bridge and dam construction, management of water resources and Hydrology, earthquake engineering, sanitation systems and urban drainage. eUREKA is published twice a year on Juni and December by Engineering Faculty of Universitas Tribhuwana Tunggadewi Malang
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Search results for , issue "Vol 1, No 2 (2017)" : 45 Documents clear
STUDI PERBAIKAN JALAN TAYAN – SOSOK KABUPATEN SANGGAU MENGGUNAKAN PERKERASAN KAKU ( RIGID PAVEMENT ) Feronika, Wenni; widodo, esti
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

With the increasing demand for transportation, the growth in traffic flow also increased. The road of Tayan - Sosok is the Collector road that connects between the Province and District. As a result of over load that crosses the road, no drainage, and the high rainfall cause the beginning pavement use flexible pavement could no longer withstand the load of vehicle traffic. To overcome this, the road of Tayan - Sosok will be planned using rigid pavement. This thesis aims to review the concrete slab thickness based on the load and the number of commercial vehicles passing above it during the age of the plan. Based on NAASRA, 1987 method, Writer tries to analyze starting from the daily average traffic data, the traffic growth and the type of commercial vehicle with the number, load, and the configuration of the axis of the commercial vehicle that will pass the lane of plan. Planning is based on the total fatigue (the time of fatigue of concrete slab/plate due to repeated load) close to or equal to 100%. After analysis using planning graph for STRT, STRG, and SGRG from NAASRA, 1987, it is known the thickness of pavement that is ideal for this rigid pavement is 180 mm with dowel planned, with the hope can easily fix it if one day there is damage in a point on the lane plan due to overload. This review intends to apply the knowledge that the author get in the college. Keywords: Road Improvement, Rigid Pavement ABSTRAK Dengan meningkatnya kebutuhan akan sarana transportasi maka pertumbuhan arus lalu-lintas juga mengalami peningkatan. Pada jalan raya Tayan – Sosok ini merupakan jalan Kolektor yang menghubungkan antara Provinsi dan Kabupaten. Akibat dari besarnya beban yang melintasi jalan tersebut, tidak adanya drainase, dan curah hujannya tinggi sehingga mengakibatkan perkerasan yang semula memakai perkerasan lentur sudah tidak sanggup lagi menahan beban lalu-lintas kendaraan. Untuk mengatasi hal ini maka jalan Tayan – Sosok tersebut akan direncanakan menggunakan perkerasan kaku. Tugas akhir ini bertujuan untuk meninjau tebal pelat beton berdasarkan beban dan jumlah kendaraan niaga yang melintas diatasnya selama usia rencana. Berdasarkan Metoda NAASRA, 1987 Penulis mencoba menganalisa mulai dari data lalu-lintas harian rata-rata, pertumbuhan lalu-lintas, dan jenis kendaraan niaga beserta jumlah, beban, dan kongfigurasi sumbu dari kendraan niaga yang akan melewati lajur rencana. Perencanaan didasarkan pada total fatigue ( masa kelelahan pelat beton akibat beban berulang) mendekati atau sama dengan 100 %. Setelah dilakukan analisa dengan menggunakan grafik perencanaan untuk STRT,STRG, dan SGRG dari NAASRA,1987, maka diketahui tebal perkerasan yang ideal untuk perkerasan kaku ini yaitu 180 mm yang direncanakan dengan dowel, dengan harapan dapat dengan mudah memperbaikinya apabila suatu saat terjadi kerusakan di suatu titik pada lajur rencana akibat kebihan muatan. Tinjauan ini bermaksud untuk menerapkan ilmu yang penulis dapat di bangku perkuliahan. Kata kunci : Perbaikan Jalan, Perkerasan Kaku.
RANCANG BANGUN PABRIK GAS HIDROGEN MENGGUNAKAN SISTEM PSA DARI CANGKANG KELAPA SAWIT DENGAN KAPASITAS 949 TON/TAHUN DENGAN ALAT UTAMA SCRUBBER Nasrun, David; Abrina Anggraini, Sinar Perbawani; Iskandar, Taufik
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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The problem we face today is the limitation of Fossil Fuels that we use as an energy source. Increased demand for energy and depletion of world oil reserves put pressure on every citizen of the world to use renewable energy. The government has issued a regulation of the president of the Republic of Indonesia number 5 of 2005 on national energy policy to develop alternative energy as a substitute for fuel oil. Hydrogen is the most abundant element on earth but in many H2 gas compounds it is rarely available in nature. The largest utilization of hydrogen is for the production of ammonia as a raw material for urea fertilizer. It is also used to reduce metal in steel industry, Planning the establishment of hydrogen gas purification plant with PSA system is in the form of Home Industry with medium scale. This design will be established in West Kalimantan. To assist in the implementation of plant processes and operations, there is a need for auxiliary units that provide and distribute plant needs such as water and electricity. Water supply for factory needs is obtained from PDAM. Process water used for scrubbers, cooling water used for coolers, and sanitary water for office, canteen, mosque and others. Based on the selection of plant layout process and other considerations, the Pre Design of Hydrogen Plant from Palm Oil Shells with a capacity of 949 tons / year is planned to be built in Sanggau Regency, Pontianak, West Kalimantan in 2018 with a capacity of 949 tons / year. Based on economic analysis, the hydrogen plant is feasible to be established in terms of the following economic aspects: ROIat (%): 47.37%, POT (Year): 15 Months, BEP (%): 33.3%, IRR (%): 41 , 4% Then it can be concluded that Pre Design Hydrogen Plant Build from Palm Oil Shells with a capacity of 949 tons / year worthy to be established. Keywords: Energy, Hydrogen, Scrubber ABSTRAK Permasalahan yang kita hadapi saat ini adalah keterbatasan akan Bahan Bakar Fosil yang kita gunakan sebagai sumber energy. Peningkatan permintaan akan energy dan menipisnya sumber cadangan minyak dunia memberikan tekanan kepada setiap penduduk dunia untuk menggunakan energy terbaharukan. Pemerintah telah menerbitkan peraturan presiden republik Indonesia nomor 5 tahun 2005 tentang kebijakan energy nasional untuk mengembangkan energy alternative sebagai pengganti bahan bakar minyak. Hydrogen merupakan unsur yang paling melimpah dibumi namun dalam banyak senyawa gas H2 sangat jarang tersedia di alam. Pemanfaatan hydrogen terbesar yaitu untuk produksi ammonia sebagai bahan baku pupuk urea. Selain itu juga digunakan untuk mereduksi logam pada industry baja, Perencanaan pendirian pabrik pemurnian gas hydrogen dengan system PSA ini berbentuk Home Industry dengan skala sedang. Rancang bangun ini akan didirikan di Kalimantan Barat. Untuk membantu pelaksanaan proses dan operasi pabrik, diperlukan adanya unit pembantu yang menyediakan dan mendistribusikan kebutuhan pabrik seperti air dan listrik. Persediaan air untuk kebutuhan pabrik di peroleh dari PDAM. Air proses yang digunakan untuk scrubber, air pendingin yang digunakan untuk cooler, dan air sanitasi untuk kebutuhan kantor, kantin, masjid dan lain-lain. Berdasarkan seleksi proses pembuatan tata letak pabrik serta pertimbangan lainnya, maka Pra Rancang Bangun Pabrik Hidrogen dari Cangkang Kelapa sawit dengan kapasitas 949 ton/tahun ini direncanakan di bangun di Kabupaten Sanggau, Pontianak Kalimantan Barat pada tahun 2018 dengan kapasitas 949 ton/tahun. Berdasarkan analisa ekonomi, pabrik hidrogen ini layak untuk didirikan dilihat dari aspek ekonomi berikut: ROIat (%) : 47,37%, POT (Tahun): 15 Bulan, BEP (%) : 33,3%, IRR (%) : 41,4% Maka dapat disimpulkan bahwa Pra Rancang Bangun Pabrik Hidrogen dari Cangkang Kelapa Sawit dengan kapasitas 949 ton/tahun layak didirikan. Kata Kunci : Energi, Hidrogen, Scrubber
STUDI PENENTUAN FAKTOR KEAMANAN STABILITAS LERENG MENGGUNAKAN METODE FELLINIUS DAN BISHOP PADA DINDING PENAHAN BATU KALI DI JL. RAYA BEJI PUSKESMAS KOTA BATU Mau, Jefrianus; Rasidi, Nawir; Hanggara, Ikrar
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Landslides are frequent disasters in the region of Batu, the intensity of heavy rainfall causing unstable slope conditions so that occurrence of landslides in the area of Jl. Raya Beji Puskesmas Kota Batu. The purpose of this study was to determine the safety factor of the smallest on the slope. Slope stability analysis is done using methods Fellinius and Bishop are in the process of the analyst performed using manual calculation table. From the analysis Fellinius methods produce FK = 0.41, FK = 0.30, FK = 0.34 and for the results of the analysis Bishop methods generate FK = 0.34, FK = 0.32, FK = 0.09 show slopes in the location of the landslide-prone state where FK
ANALISA KAPASITAS TINGKAT PELAYANAN LALU LINTAS TANPA SINYAL PADA PERSIMPANGAN JALAN GALUNGGUNG – JALAN TERUSAN SURABAYA, MALANG JAWA TIMUR De Jesus, Agusto; Rahma, Pamela Dinar
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Malang is the second major city after the city of Surabaya in East Java with tourist potential and its economy is growing. The activities such as malls, markets, parks, campuses, tourist areas, office activities and other activities are factors that make this street has a solid activity that led to the problem - the problem of transportation one bottleneck that resulted in road capacity has declined, survey or research used methods of data retrieval with Manual method Counter at Jalan Galunggung Canal road Surabaya Lowokwaru District Malang for the purpose of calculating the value of the traffic volume, speed, capacity and level of service is to conduct a survey for 14 days (2 weeks) (starting at 6:00 pm - 22:00 pm) and the data obtained from the survey of traffic volume, vehicle speed and road geometric data were then analyzed using the Indonesian Highway Capacity Manual (MKJI) 1997. Based on the analysis, peak hour volume on Jalan Surabaya Galunggung Canal road 2832 smp / hours, a capacity of 3140, 7 and level of service (LOS) is E. Keywords: capacity, degree of saturation and analysis service levels
PERENCANAAN PERKUATAN TEBING PENGAMAN PERUMAHAN DI KELURAHAN PISANG CANDI PADA BANTARAN SUNGAI METRO KOTA MALANG Moi, Kristoforus; Sulistyani, Kiki Frida; suhudi, suhudi
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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The retaining wall is a structure built to withstand of ground when there is change in land elevation that exceed atrest angles in the land/ground. The function of building of retaining wall is to hold the land and prevent the danger of sliding. Landslide that occurred in the West Juwet housing caused by the dimension of the retaining wall that is too small so unstable against the safety factor (fs), the value of the safety factor in the review is the safety factor to bearing capacity, shear force and stability against roll style. The purpose of this study was to analyze the cause of the collapse (downfall) of retaining wall and replan the retaining wall had collapsed. The existing retaining wall is not stable to shear force that is 1.49 qa = 105.06 (safe), stability to sliding: 1.64 > 1.5 (safe) and stability to roll: 3.68 > 1.5 (safe ). Keywords: Retaining wall, Sliding (Landslide), Dimension, The stability ABSTRAK Dinding penahan tanah merupakan sebuah struktur yang di bangun untuk menahan tanah ketika terdapat perubahan dalam elevasi tanah yang melampaui sudut atrest dalam tanah.Bangunan dinding penahan tanah (retaining waal) berfungsi untuk menahan tanah serta mencegah dari bahaya kelongsoran. Kelongsoran yang terjadi di perumahan Juwet Barat disebabkan oleh dimensi dinding penahan yang terlalu kecil sehingga tidak stabil terhadap faktor keamanan (fs), nilai faktor keamanan yang di tinjau adalah faktor keamanan terhadap daya dukung tanah, gaya geser dan stabilitas terhadap gaya guling. Tujuan dari penelitian ini adalah untuk menganalisa penyebab keruntuhan dinding penahan tanah dan merencanakan kembali dinding penahan tanah yang sudah runtuh. Dinding penahan yang ada tidak stabil terhadap gaya geser yaitu 1,49 < 1,5 (tidak aman). Perencanan kembali dinding penahan tanah dengan menggunakan jenis dinding penahan gravitasi dengan sisi belakang tegak karena jenis ini cocok untuk dinding penahan yang tinggi. Dimensi dinding stabil terhadap daya dukung tanah yaitu : 107,73 > qa = 105,06 (aman), stabilitas terhadap geser : 1,64 > 1,5 (aman) dan stabil terhadap guling : 3,68 > 1,5 (aman). Kata Kunci : Dinding penahan tanah, Longsoran, Dimensi, stabilitas dinding
KAJIAN METODE PELAKSANAAN DAN PERBANDINGAN KOEFISIEN UPAH KERJA PADA PEKERJAAN PEMASANGAN BATA RINGAN Studi Kasus: Pembangunan Gereja Kristen Indonesia Bromo Kota Malang ALEKSANDER TELNONI, REYNOLD JOHAN; Rasidi, Nawir; Suhudi, Suhudi
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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In a construction project either in the planning, implementation and supervision of construction management indispensable good. It is intended that a project can run well, with cost-efficient and can be implemented on time. The method of implementation is an important part in the implementation of a project. What is important is the coefficient of wages as this will greatly affect the welfare of the workers. The determination of the coefficient of wages must be referring to the Indonesian National Standard (SNI). Light brick is a material that is widely used today. However, SNI has not been set on the coefficient of light brick work itself so that the implementation of the field is still used coefficient of wages for work of red brick. Calculating the coefficient of wages is by dividing the daily work volume and number of employees as a factor denominator. From observations made on the installation work light brick building Gereja Kristen Indonesia Bromo, the method used is correct. From the analysis of the data for wage coefficients obtained total wage employment lightweight brick installation methods SNI Rp 76.12 million, while total wages fact the field installation of light brick Rp 63.106 million, and based on research wages brick work lighter by Rp78.955 million, For the cost/m2 installation of lightweight brick according to SNI is Rp 29909.88. While the value of wage employment per m2 installation of lightweight brick according to the reality on the ground is Rp 24797.08 difference between the two comparisons is Rp 5112.8. Cost saving light brick work execution reached 17%. Kata Kunci : Bata ringan, Metode pelaksanaan, Koefisien upah kerja
ANALISA PERBANDINGAN KOEFISIEN UPAH KERJA DAN BAHAN DENGAN METODE ANALISA STANDAR NASIONAL INDONESIA PADA BETON STRUKTUR 3 LANTAI PROYEK PERKANTORAN REVISTAR GRAHA DEWATA MALANG MONE, HESRON IGNASIUS; Rasidi, Nawir
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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The purpose of Project Management is to manage management function or oversee the implementation of development such that optimal result are obtained in accordance with the requirements (specification) for the purpose of achieving this goal, it should be noted also about the quality of the building, the cost of the use and limits of implementation in order to achieve this result is always attempted execution quality control,cost control and supervision of the execution time. The specific project management better known as coefficients, wages and materials. office Revistar Graha Dewata Malang is a large – capacity building with 3 floors portal structure. Coefficient which is primarily used as a reference coefficient of SNI 2016 that have been defined, while there are coefficients on the location of the projects coefficients is the coefficient obtained from the results of the actual calculations, based on considerations of efficiency and economic cost. It would require a comparative analysis between the coefficients Analysis of National Standards and coefficients obtained from the project.Analysis of the coefficient of Indonesia National Standard for the wages of workers with the average value of the coefficient of 0.038 OH while the coefficient of project analysis for wages premises the average value of the coefficient of 0.009 OH. It can be concluded that the comparison coefficient eligible considerations of efficiency and economical is the coefficient project. Keywords: coefficient, project management, efficiency, economical
Studi Perencanaan Penampungan Air Hujan Di Gedung Universitas Tribhuwana Tunggadewi Malang Talan, Hironimus; Khaerudin, Dian Noorvy; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Water is one of the sources of power and energy that exist on this earth. Without water all organism/living things can not survive and will die. The climate change is happening now, resulting in dry and rainy seasons shifted and become erratic. Rainwater reservoir is a simple technique with low cost that does not require special expertise in its construction. Rainwater reservoir system consists of three parts, namely the catch, chamfer with the pipeline, and reservoir. Hydrologic cycle is the movement of sea water into the air, which then falls to the ground again as rain or other precipitation forms, and finally flows into the ocean again. Rainwater reservoir is the collection of rainwater runoff water to meet/fulfill the needs of domestic water, agricultural, and environmental management. Rainwater reservoir that is planned able to help the need of clean water in University of Tribhuwana Tunggadewi Malang. Based on the need projection of clean water in the area planned was obtained Q debit average = 9.895 m3/sec, 15.275 m3/sec, and 7,555m3/sec and Q debit plan = 0.2897 m3/sec, 0.3809 m3/sec, and 0.3113 m3/sec. The reservoir construction is planned by using ferro cement tub, because the cost is relatively cheap and able to accommodate large water capacity. Clean water pipe development plan covers the entire territory of University of Tribhuwana Tunggadewi Malang. Keywords: Rain Water Reservoir, Rain Water Harvesting ABSTRAK Air adalah salah satu sumber kekuatan dan energi yang ada di muka bumi ini. Tanpa air semua makluk hidup tidak dapat bertahan hidup dan akan mati. Perubahan iklim yang terjadi saat ini, mengakibatkan musim kemarau dan musim penghujan mengalami pergeseran dan menjadi tidak menentu. Penampungan air hujan merupakan teknik sederhana dengan biaya rendah yang tidak membutuhkan keahlian khusus dalam pembangunannya. Sistem penampungan air hujan terdiri dari tiga bagian, yaitu tangkapan, talang beserta pipa penyalur, dan tampungan. Siklus hidrologi adalah gerakan air laut ke udara, yang kemudian jatuh ke permukaan tanah lagi sebagai hujan atau bentuk presipitasi lain, dan akhirnya mengalir ke laut kembali. Penampungan air hujan adalah pengumpulan limpasan air hujan untuk memenuhi kebutuhan air domestik, pertanian, maupun untuk manajemen lingkungan. Penampungan air hujan yang direncanakan mampu membantu memenuhi kebutuhan air bersih di Universitas Tribhuwana tunggadewi Malang. Berdasarkan proyeksi kebutuhan air bersih pada daerah yang direncanakan diperoleh Qdebit rata-rata = 9,895 m3/detik, 15,275 m3/detik, dan 7,555m3/detik dan Q debit rencana = 0,2897 m3/detik, 0,3809 m3/detik, dan 0,3113 m3/detik. Konstruksi tampungan direncanakan menggunakan bak ferro semen, karena biayanya yang relatif murah dan mampu menampung kapasitas air yang besar. Rencana pengembangan pipa air bersih mencakup seluruh wilayah Universitas Tribhuwana Tunggadewi Malang. Kata Kunci : Penampungan Air Hujan, Panen Air Hujan
STUDI PERENCANAAN PERKERASAN KAKU (RIGID PAVEMENT) PADA RUAS JALAN AEGELA-DANGA Ara, Yeremias Pau; widodo, esti; arifianto, andi kristafi
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Excellence use rigid pavement construction (rigid pavement) as highway constructionis the construction of age in terms of longer compared with flexible pavement construction to widen the road to create an atmosphere that is safe, smooth, precise and efficient, and economical. In the body of the soil improvement Aegela-Danga taken soil data on the location of such damage. Among others Boring field investigations and surveys the field then further investigation laboratory, such as: CBR (California Bearing Ratio) Test. Calculation results showed Nasraa Planning rigid pavement (rigid pavement) using a type of cement concrete pavement continued with reinforcement and concrete used for the upper structure is K-350 with a thickness of 18 cm, adjusted to the pavement thickness design calculations while using a thin concrete foundation under concrete quality K-125 with a thickness of 10 cm. Based on the calculation of the Road Segment LHR 2013 Aegela-Danga including local roads III class roads secondary type II. Keywords: Planning Overview Rigid Pavement ABSTRAK Keunggulan penggunaan konstruksi perkerasan kaku (rigid pavement) sebagai konstruksi jalan raya adalah dari segi umur konstruksi yang lebih lama dibandingkan dengan konstruksi perkerasan lentur sehingga pelebaran jalan tercipta suasana yang aman, lancar, tepat dan efisien serta ekonomis. Pada perbaikan tanah tubuh jalan Aegela-Danga diambil data tanah pada lokasi yang terkena kerusakan. Penyelidikan lapangan Antara lain Boring dan Survey dilapangan kemudian penyelidikan lebih lanjut dilaboratorium, berupa : C.B.R (California Bearing Ratio) Test . Hasil Perhitungan Nasraa menunjukan Perencanaan perkerasan kaku (rigid pavement) menggunakan jenis perkerasan beton semen bersambung dengan tulangan dan Beton yang digunakan untuk struktur atas adalah K-350 dengan ketebalan 18 cm, disesuaikan dengan perhitungan perencanaan tebal perkerasan sedangkan untuk Pondasi bawah beton kurus menggunakan beton mutu K-125 dengan ketebalan 10 cm. Berdasarkan perhitungan LHR 2013 Jalan Ruas Aegela-Danga termasuk jalan kelas III jalan lokal sekunder tipe II. Kata Kunci : Tinjauan Perencanaan Perkerasan Kaku
ANALISA TINGKAT PELAYANAN JALAN PADA RUAS JALAN GAJAYANA KECAMATAN LOWOKWARU KOTA MALANG Imarianto, Georgius; Pandulu, Galih Damar; Arifianto, Andi Kristafi
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Gajayana street, Lowokwaru District, Malang City is a busy road, because along the Gajayana street there are many places of activity centers such as schools, colleges, shopping centers and offices. Therefore, to solve the traffic problems of the street Gajayana to investigate the road capacity and level of service, to predict traffic volume five years in future. In the implementation of data collection on the Gajayana street, with one km road length, the methods used are manual counters methods, the implementation of data collection was conducted over seven days. From the data analysis on the roads Gajayana street can be seen that the capacity of the Gajayana street of 2507.92 pcu/hour, while the volume of traffic on the Gajayana street amounted to 3089.35 pcu/hour. From the comparison between V/C or degree of saturation on the Gajayana street 1.23 and level of service on Gajayana street at the level of road service was at category F or the worst. Keyword : analysis, level of service, gajayana street

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