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eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia
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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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PRA RANCANG BANGUN BRIKET KULIT DURIAN DENGAN KAPASITAS 6.000 TON/TAHUN MENGGUNAKAN ALAT UTAMA OVEN Astutik, Astutik; Iskandar, Taufik
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Energi memiliki peran penting yang dapat dipisahkan dalam kehidupan manusia. Pemanfaatan energi yang tidak dapat diperbarui dapat menyebabkan masalah krisis energi. Baru-baru ini Salah satu masalah krisis energi adalah offset yang langka seperti minyak tanah, bensin dan solar. Saat ini Indonesia sedang menjajaki energi alternatif untuk menggantikan bahan bakar langka. Energi alternatif yang diamati dan dikembangkan di Indonesia adalah angin, air, matahari dan biomassa. Salah satu bahan bakar alternatif adalah dengan menggunakan biomassa yang dapat dibuat menjadi biobriket. Biobriket adalah salah satu bahan bakar alternatif yang aman digunakan oleh masyarakat dengan bentuk arang yang dibuat dengan kompensasi dan kekuatan tekanan tertentu. Salah satu biomassa yang dapat digunakan adalah kulit durian yang memiliki energi kalori tinggi dengan 6,274,9 kal / gr maka berpotensi dijadikan briket. Konstruksi biobriket dari kulit buah durian yang akan dibangun di Kasembon, Malang, Jawa Timur menggunakan sistem panas pirolisis lambat dengan 400celcius selama 6 tahun. Proses produksi Briket terdiri dari persiapan bahan, reaksi, pemisahan dan kemurnian serta penyerahan produk. Berdasarkan analisis ekonomi, perusahaan ini dapat dibangun secara normal dilihat dari aspek ekonomi dengan ROI: 83%, POT: 13 bulan, BEP: 41%, IRR: 36,80%. Kata-kata kunci : energi, biobriket, pirolisis ABSTRACT Energy has important role which cannot be separated in human's life. Utilizingenergy which cannot be renewed can cause the crisis problem of energy. Recently One of energy crisis problems is the rare offuelssuch as kerosene, gasoline and solar. Nowadays Indonesia is exploring alternative energy to replace the rare of fuels. The alternative energy being observed and developed in Indonesia are wind, water, sun and biomass. One of alternative fuels is by using biomass which can be made to be biobriquettes. Biobriquettes is one of alternative fuels which is safely used by society with the form of charcoal made by compensation and particular pressure power. One of biomass which can be used is durian rind which has high calor energy with 6.274,9 kal/gr then it can be potentially used as briquettes. Prabriquettes construction of durian rind which will be built in Kasembon, Malang, East Java uses pyrolysis slow heat system with 400celcius for 6 years. Process of Briquettes production consists of material preparation, reaction, separation and purity and product handing. Based on economy analysis, this company can be built normally seen by economic aspect with ROI :83%, POT :13 months, BEP :41%, IRR : 36,80%.
ANALISA TINGKAT PELAYANAN PADA RUAS JALAN SLAMET SUPRIYADI KECAMATAN SUKUN KOTA MALANG Baba, Selestinus; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Kota malang merupakan salah satu kota besar di jawa timur dengan potensi wisata dan perekonomiannya yang semakin berkembang. Adanya aktivitas perkotaan dan aktivitas lainya seperti aktivitas Mall, Pasar, Taman, Kampus, Daerah Wisata, merupakan faktor yang menjadikan jalan ini memiliki aktivitas padat yang mengakibatkan masalah-masalah transpotasi salah satunya kemacetan yang mengakibatkan kapasitas jalan semakin menurun, dalam penelitian ini digunakan metode pengambilan data dengan manual Mothod Counter pada ruas jalan Slamet Supriyadi Kecamatan Sukun Kota Malang dengan tujuan untuk menghitung nilai volume lalu lintas, kecepatan, kapasitas dan tingkat pelayan jalan yaitu dengan melakukan survey selama 10 hari ( dimulai dari jam 6.00 WIB ? 21.00 WIB ) dan dari hasil survey didapatkan data volume lalu lintas, kecepatan kendaraan dan data geometrik jalan. Dalam pengolahan data dilakukan dengan metode Manual Kapasitas Jalan Indonesia (MKJI) 1997 dimana derajat kejenuhan (DS) sebagai indikator perilaku lalu-lintas pada ruas jalan Slamet Supriyadi Kecamatan Sukun Kota Malang. Berdasarkan hasil analisa, volume jam puncak pada ruas jalan Slamet Supriyadi adalah 2934.36 smp/jam, tingkat pelayanan jalan (LOS) adalah E. Kata Kunci : Jalan Slamet Supriyadi, Analisa MKJI 1997, Tingkat Pelayanan Jalan E. ABSTRACT Malang is one of the major cities in East Java with tourism potential and a growing economy. The existence of the urban activity and other activity such as malls, markets, parks, Campuses, area attractions, a factor which makes this road has a solid activity resulting in problems provided one of the bottlenecks result in road capacity declined, in this study used methods of data capture with manual Mothod counters, in the Subdistrict Slamet Alwi road of breadfruit, Malang for the purpose of calculating the volume of traffic, speed, capacity and service levels the way i.e. by doing surveys for 10 days (starting from the hours of 6.00 am EST ? 21.00 GMT ) and the results of the survey obtained data traffic volume, vehicle speed and roadway geometric data. In the processing of data is carried out by Manual methods of road capacity of Indonesia (MKJI) 1997 whereby the degree of saturation (DS) as an indicator of traffic behaviour on the roads of breadfruit Subdistrict Slamet Alwi and Malang. Based on the results of the analysis, the volume of peak hours on roads Slamet Alwi is a 2934.36 junior/hour, the road level of service (LOS) is E.
PRA RANCANG BANGUN PABRIK BIODIESEL DARI BIJI ALPUKAT MENGGUNAKAN PROSES TRANSESTERIFIKASI DENGAN ALAT UTAMA MIXER KAPASITAS 112.810 TON/TAHUN Juhari, Juhari; Iskandar, Taufik
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Biodiesel adalah salah satu bahan bakar alternatif yang ramah lingkungan, tidak mempunyai efek terhadap kesehatan yang dapat dipakai sebagai bahan bakar kendaraan bermotor yang dapat menurunkan emisi bila dibandingkan dengan minyak diesel. Biji alpukat terdiri dari 65% daging buah (mesokarp), 20% biji (endocarp), dan 15% kulit buah (perikarp). Biji alpukat mengandung 15-20 % minyak. Biji alpukat mengandung minyak yang hampir sama dengan kedelai sehingga biji alpukat dapat dijadikan sebagai sumber minyak nabati. Tujuan didirikan pabrik biodiesel untuk mengetahui kelayakan untuk didirikannya rancangan bangun pabrik biodesel. Kapasitas produksi yang dihitung berdasarkan pada data produksi biji alpukat tahun 2010-2013 dan perkiraan produksi tahun 2019 adalah 112.810 ton/tahun dengan menggunakan alat utama Mixer dengan proses tranesterikfikasi. Lokasi bangun pabrik direncanakan di wilayah Lumajang Jawa Timur, Selain di pasarkan sendiri, juga akan bekerja sama dengan PT. Pertamina. Berdasarkan analisa ekonomi pra rancang bangun pabrik biodesel diketahui Total Capital Investment (TCI): Rp. 13.406.244.594,- Return Of Investment (ROI) sebelum dan sesudah pajak 90,8% dan 81,80%, Pay Out Time (POT) 1,2 tahun; Break Even Point (BEP): 36,1%; Tingkat Pengembalian Internal (IRR): 18,3 % Kata-kata kunci : biodesel, biji alpukat, mixer ABSTRACT Biodiesel is one of the most environmentally friendly alternative fuels, has no health effects that can be used as motor vehicle fuels that can reduce emissions when compared to diesel oil. Avocado seeds consist of 65% meat flesh (mesocarp), 20% seed (endocarp), and 15% fruit peel (pericarp). Avocado seeds contain 15-20% oil. Avocado seeds contain almost the same oil as soybeans so that avocado seeds can be used as a source of vegetable oil. The objective of the biodiesel plant is established to determine the feasibility of establishing a biodesel plant construction plan. Production capacity calculated based on avocado seed production data in 2010-2013 and 2019 production forecast is 112.810 ton / year using Mixer main tool with tranestericfication process. The location of factory building is planned in East Java Lumajang area, In addition to its own market, will also cooperate with PT. Pertamina. Based on the economic analysis pre-design of biodiesel plant known Total Capital Investment (TCI): Rp. 13.406.244.594, - Return Of Investment (ROI) before and after tax 90.8% and 81.80%, Pay Out Time (POT) 1.2 years; Break Even Point (BEP): 36.1%; Internal Return Rate (IRR): 18.3%
EVALUASI STABILITAS DINDING SALURAN PADA PERENCANAAN SALURAN IRIGASI LUMBANGSARI DESA LUMBANGSARI KECAMATAN BULULAWANG Supriyanto, Agus; Suhudi, Suhudi
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Landslide problems often occur in Indonesia, such as in irrigation canals, most are still in the form of land channels, which results in considerable water loss due to many leaks, so that water disputes often occur by farmers during the dry season. The channel wall landslides also impacted the silting of the irrigation channels which resulted in a non-smooth flow of water, the need for irrigation water on the DI Channel. Lumbangsari (252 Ha) cannot meet the water needs in the rice fields. One of the ways used to control the stability of the soil so that it does not slide is to build a retaining wall on the channel. Planning the channel wall located in DI. Lumbangsari (252 Ha), Lumbangsari Village, Bululawang District, Malang Regency. In this evaluation plan, data is taken directly through direct surveys at locations and using maps of soil types. In order for the building to function properly, the stability of the building must also be planned as well as possible, therefore, the stability of the channel wall is analyzed with the danger of rolling (bolting) and gliding under normal water conditions without earthquakes, double earthquakes and flood water conditions without earthquakes , with earthquakes analyzed using Rankine formulas. The result is SFsliding 1.85> 1.5 and 1.85> 1.5, SFbolters 1.64> 1.5 and 1.64> 1.5 (for normal conditions without earthquakes and with earthquakes) and SFsliding 2.05 > 1.5 and 2.03> 1.5, SFbolters 1.67> 1.5 and 1.66> 1.5 (for flood conditions without and with earthquakes), the situation is safe. In this study the budget plan for the cost of the channel wall is Rp. 52,781,008.28.
STUDI PERENCANAAN TEBAL LAPISAN TAMBAHAN (OVERLAY) PADA RUAS JL. PANGLIMA SUDIRMAN KECAMATAN KEPANJEN KABUPATEN MALANG (STA 0+0.00-0+1.000 M) Paningsih, Esol; Primasworo, Rifky Aldila
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Roughness of the road is a system composed of several layers of material that is placed on the land-base (subgrade).Construction of elastic roughness (flexible pavement) consists of four layers, namely the surface layer (surface course), the upper layers of the Foundation (base course), a layer of Foundation bottom (subbase course), the basic soil Layer (subgrade).The main objective of the building of roughness is to provide a flat surface with skid resistance, with fairly long service lifespan, as well as minimum maintenance. To smooth the roughness is done.This road roughness along 1 km with an average width of 7,5 m in this study the author discusses the planning process calculation of thick layer (overlay) by using a method of analysis of the components of the Department of public works, based on the results of the calculation, obtained the order of thick layer (overlay) consists of the Foundation of the baw ah (Sub Base) 20 cm thick, Foundation top (Base Course) 15 cm thick, long layer surface (Surface) 5 cm. And obtained that the surface layer (overlay) approx 6 cm type of Asphalt Macadam with age plan 10 year and the growth rate of traffic gained 1% per year.
ANALISA TINGKAT PELAYANAN PADA JALAN RADEN PANJI SUROSO KECAMATAN BLIMBING KOTA MALANG Kase, Ridho Aryandi; Rahma, Pamela Dinar
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Kota Malang merupakan kota terbesar kedua di Propinsi Jawa Timur dengan luas 110.06 km2, setelah Kota Surabaya, dengan jumlah populasi peduduk 895.387 jiwa (2017) dengan peningkatan 3,9% setiap tahunnya. Pertumbuhan penduduk yang setiap tahunnya terus bertambah seiring dengan penggunaan transportasi yang setiap tahunnya semakin meningkat pula. Dengan pertumbuhan lalu lintas yang semakin cepat harus diimbangi pula dengan peningkatan sarana transportasi yang memadai sehingga ruas jalan tidak menimbulkan hambatan dan kemacetan. Salah satu wilayah yang terkena dampak dari pertumbuhan lalu lintas yaitu di Jalan Raden Panji Suroso Kecamatan Blimbing, Kota Malang. Tujuan dari penelitian ini adalah untuk mengetahui beberapa hal penting diantaranya karakteristik, kapasitas ruas jalan, tingkat pelayanan jalan dan yang terakhir untuk mengetahui kapasitas dantingkat pelayanan jalan selama 5 tahun. Untuk memperoleh data lalu lintas dilakukan survei lalu lintas. Kemudian data-data tersebut diolah sehingga menghasilkan (LHR) pada minggu pertama lebih besar dari minggu kedua dengan jumlah minggu pertama 7646 smp/jam dan minggu kedua 7427 smp/jam, Kapasitas (C) Jalan Raden Panji Suroso pada tahun 2018 adalah sebesar 1526,56 smp/jam, sedangkan prediksi kapasitas pada 5 tahun berikutnya adalah sebesar 1207,16 smp/jam, tingkat pelayanan jalan 5 tahun kedepan L yaitu kondisi arus tertahan/rendah.
PRA RANCANG BANGUN ARANG AKTIF DARI SEKAM PADI DENGAN SISTEM FAST PYROLISIS DENGAN KAPASITAS 5000 TON/TAHUN Tapenu, Welem E.E; Abrina Anggraini, Sinar Perbawani
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Arang adalah suatu bahan padat berpori yang mengandung 80 - 90 % karbon yang dihasilkan dari pembakaran pada suhu tinggi (karbonisasi), sehingga bahan hanya terkarboninasi dan tidak teroksidasi menjadi karbondioksida. Penelitian ini bertujuan untuk mengetahui kondisi optimum pada proses karbonisasi dari sekam padi. Proses pengarangan dilakukan pada temperatur 400 oC, 500 oC dan 600 oC dengan variasi waktu 30 menit, 60 menit, 90 menit dan 120 menit. Kondisi optimum karbonisasi untuk sekam padi, yaitu pada suhu 400 oC selama 120 menit dengan kadar karbon terikat 41,3 %, kadar air 6,1 %, kadar abu 32,6 % dan kadar zat mudah menguap 20,5 %. Kata kunci : Arang, Karbonisasi, Sekam Padi ABSTRACT As agricultural countries, Indonesia has a great rice husk potential. One of alternative usage of rice husk isas a raw material for producing NSMC as fuel gas adsorbent. Production of NSMC consist of 2 stepsprocess, rice husk pyrolysis to produce and activated char with KOH. NSMC is nano structured porouscarbon as storage media for fuel gas. The aim of this experiments was studying the effect of pyrolysis timeupon char characteristic. The research was conductedin a fixed bed reactor equipped with condenser ininert condition. Pyrolysis conducted with time variation (30, 45, 60, 75 minutes). Pyrolysis reachedtemperature till 6000C. Char from pyrolysis process was analyzed with FTIR and BET methods. Thisresearch showed that char contained C-O functional group on absorbs range 1300-1000/cm. From BETmethods showed that char surface area was 8,91 m2/gram. It was concluded that optimum time of pyrolysisprocess was 75 minutes.
PRA RANCANG BANGUN PABRIK PUPUK BIOCHAR DARI CANGKANG KEMIRI DENGAN KAPASITAS 6.450,9320 TON/TAHUN MENGGUNAKAN ALAT UTAMA SPRAY CHAMBER Rahayu, Yeni Ulfi; Iskandar, Taufik
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Biochar fertilizer is a porous black charcoal produced by pyrolysis process with a relative temperature below 700 oC enriched with nitrogen (N). The benefits of biochar fertilizer are as a natural fertilizer (organic fertilizer) which is good for improving the condition of contaminated soil due to excessive use of chemical fertilizers and pesticides. Pecan shell waste has the potential to be used as a raw material in making biochar fertilizer by adding chicken manure which serves as a substitute for nitrogen elements that are lost in the candlenut biochar which is reduced or disappears during the pyrolysis process. The design of biochar fertilizer is planned to be established in 2021 in Dairi Regency, North Sumatra. Production capacity is planned to be 6,450.9320 tons / year with 9 hours / production, 300 days / year and in one day there are 2 processes. The process used is slow pyrolysis (slow pyrolysis) is one of the technologies used to convert hazelnut shell waste into charcoal (biochar). Based on economic analysis, the total investment in production is Rp. 15,924,053,007.45. Product sales value of Rp. 38,705,591,883 per year, with profit before and after tax is Rp. 9,978,936885 per year and Rp. 8,981,043,197 per year. The results of the feasibility analysis obtained ROI at (%): 64.86%, POT (Year): 1.4 Years, BEP (%): 32.333%, IRR (%): 20.296% So it can be concluded that the Pre-Design of Biochar Fertilizer with capacity of 6,450.9320 tons/year is worthy of being established.
PERBANDINGAN METODE MICROWAVE ASSISTED DISTILLATION (MAD) DAN MICROWAVE ASSISTED HYDRO DISTILLATION (MAHD) TERHADAP JUMLAH YIELD DAN MUTU MINYAK ATSIRI DARI KULIT JERUK MANIS (CITRUS AURANTIUM) Deta, Devinta Anastasia; Kartika Fitri, Ayu Chandra
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Ekstraksi kulit jeruk ini dilakukan dengan tujuan untuk mengetahui dan membandingkan data % yield dan mutu minyak atsiri dari kulit jeruk dengan membandingkan metode microwave assisted distillation (MAD) dan microwave assisted hydrodistillation (MAHD), dan untuk mengetahui senyawa-senyawa kimianya yang diperpleh dengan uji GC-MS. Kondisi operasi adalah 75 menit denga suhu 100O C dengan daya microwave 100 watt, volume solven metode MAHD adalah 200 liter. Hasil penelitian ini didapatkan rendemen pada metode MAHD sebesar 2,9ml/400gram, sedangkan metode MAD sebesar 2,7ml/400gram. Komposisi kimia minyak atsiri kulit jeruk manis yang diperoleh dari metode MAD dan MAHD secara umum hanya limonen (C10H16) dan linalool (C10H18O) yang sama. Hasil metode MAD didapatkan jumlah oxygenated compounds (3,14%) , metode MAHD (0,63%). Sedangkan jumlah non-oxygenated compounds untuk metode MAD (97,97 %), metode MAHD (99,37%). Kata kunci : minyak atsiri; microwave; kulit jeruk manis; ekstraksi ABSTRACT This orange peel extraction was conducted with the aim of knowing and comparing the yield and quality data of citrus peel oil by comparing microwave assisted distillation (MAD) and microwave assisted hydrodistillation (MAHD) methods, and for knowing chemical compounds obtained by GC test -MS. Operating condition is 75 minutes with temperature 100O C with 100 watt microwave power, solvent volume method MAHD is 200 liter. The result of this research was obtained rendemen on MAHD method 2,9ml / 400gram, while MAD method equal to 2,7ml / 400gram. The chemical composition of the sweet orange peel oil obtained from the MAD and MAHD methods is generally the same limonen (C10H16) and linalool (C10H18O). The result of MAD method obtained the amount of oxygenated compounds (3,14%), MAHD method (0,63%). While the amount of non-oxygenated compounds for MAD method (97.97%), MAHD method (99.37%).
ANALISA PANJANG ANTRIAN KENDARAAN DENGAN TUNDAAN PADA PERSIMPANGAN BERSIGNAL DI KOTA BATU (STUDI KASUS: JALAN IMAM BONJOL BAWAH, JALAN DIPONEGORO, JALAN WUKIR DENGAN JALAN PATIMURA) Bien, Agustinus; Primasworo, Rifky Aldila
eUREKA : Jurnal Penelitian Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2019): EDISI JUNI 2019
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Persimpangan Kota Batu, merupakan salah satu persimpangan di wilayah kota Batu yang tingkat arusnya ramai lancar. Hal ini disebapkan karena merupakan salah satu kota wisata dijawa timur dan juga penghubung utama malang-kediri dan malang-jombang. Sehubungan dengan hal tersebut, diperlukan evaluasi dan optimalisasi kinerja simpang. Dalam mengevaluasi kinerja simpang bersinyal harus berdasarkan pada MKJI 1997, agar prosedur kinerja yang dijalankan berjalan sisitematis, teratur, dan tertib sehingga bisa dipertangung jawabkan secara ilmiah. Untuk mengoptimalisasikan simpang bersinyal simpang empat kota batu, dilakukan beberapa alternatif perbaikan. Hasil dari analisa panjang antrian dan tundaan simpang bersinyal Simpang Empat Kota Batu didapatkan nilai Panjang Antrian dan Tundaan antara lain sebagai berikut: Panjang antrian Jalan Wukir : Pagi 473,01 meter, siang 481,78 meter, sore 478,27 meter. Panjang antrian Jalan Diponegoro : Pagi 73,36 meter, siang 73,48 meter, sore 73,36 meter. Panjang antrian Jalan Imam Bonjol Bawah : Pagi 121,49 meter, siang 124,89 meter, sore 128,29 meter. Panjang antrian Jalan arah Patimura : Pagi 67,96 meter, siang 68,07 meter, sore 67,87 meter. Tundaan Simpang rata-rata: Pagi : 226,43 dtk/smp, Siang : 232,99 dtk/smp, Sore :232,19 dtk/smp. Kata kunci : Antrian,Tundaan simpang bersignal ABSTRACT The intersection of Batu City, is one of the intersections in Batu city area that the current level is crowded smoothly. This is because it is one of the eastern tourist towns and also liaison malang-kediri and malang-jombang. In this connection, evaluation and optimization of intersection performance is required. In evaluating the performance of the intersection should be based on MKJI 1997, so that the performance procedures that run running sisitematis, regular, and orderly so that can be held scientifically answered. To optimize the intersection of the intersection of four stone towns, several alternative improvements were made. The result of queue length analysis and intersection delay of intersection of Batu City got the value of Queue Length and Delay among others as follows: Length of queue Wukir Road: Morning 473,01 meter, afternoon 481,78 meter, afternoon 478,27 meter. Length of queue road Diponegoro: Morning 73,36 meter, afternoon 73,48 meter, afternoon 73,36 meter. Length queue road Imam Bonjol Bawah: Morning 121.49 meters, noon 124.89 meters, afternoon 128,29 meters. Length queue Road direction Patimura: Morning 67.96 meters, noon 68.07 meters, afternoon 67,87 meters. Average Intersection delay: Morning: 226,43 sec / smp, Noon: 232,99 sec / smp, Afternoon: 232,19 sec / smp

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