Jurnal Manajemen Teknologi & Teknik Sipil最新文献

{"title":"PENELITIAN PENAMBAHAN SERBUK BATA MERAH DAN PASIR BRANTAS PADA ASPAL BETON","authors":"Satria Arung Bangun Samodera, Y. C. S. Poernomo, Ahmad Ridwan","doi":"10.30737/jurmateks.v2i2.517","DOIUrl":"https://doi.org/10.30737/jurmateks.v2i2.517","url":null,"abstract":"Asphalt Concrete is a mixture of coarse aggregate, fine aggregate, and filler (Filler) with asphalt binder in high-temperature conditions with the composition regulated. This study uses three types of additions samples of red brick powder on concrete asphalt with a mixture of 5%,10%, and 20%. Each test results decreased with the addition of red brick powder among others 5% of 289,992 kg, 10% of 2248,822 kg, 20% of 1574,782,and produce volume of air cavity to mixture (VIM) with a level of 5%,10%,20% wich are among others 8,481%, 9,444%, 8,334%, and produce pore volume between aggregate (VMA) and levels of 5%,10%,20%,which are among others 22,575%, 23,390%, 22,450%, and produce pore volume between aggregate grains filled with asphalt (VFB) with levels of 5%,10%,20%, among others 62,575%, 59,903%, 62,897%, and produced a marshal question (MQ) with a 5% content of 942 kg/mm, 10% at 632 kg/mm, 20% at 378 kg/mm. To achieve optimum levels, the mixture of red brick powder on asphalt concrete ranges < 5%.Aspal Beton merupakan campuran agregat kasar, agregat halus, dan bahan pengisi (Filler) dengan bahan pengikat aspal dalam kondisi suhu tinggi (panas) dengan komposisi yang diatur. Penelitian ini mengunakan tiga jenis sampel penambahan serbuk batu bata merah pada aspal beton dengan campuran 5%,10%,dan 20%.Hasil pengujian masing masing mengalami penurunan dengan penambahan serbuk batu bata merah yaitu antara lain 5% sebesar 289,992 kg,10% sebesar 2248,822 kg,20% sebesar 1574,782,dan menghasilkan volume rongga udara terhadap campuran (VIM) dengan kadar 5%,10%,20% yaitu antara lain 8,481%,9,444%,8,334%,dan menghasilkan volume pori antara butir agregat (VMA) dengan kadar 5%,10%,20% yaitu antara lain 22,575%,23,390%,22,450%,dan menghasilkan volume pori agregat yang terisi aspal (VFB) dengan kadar 5%,10%,20% yaitu antara lain 62,575%,59,903%,62,897%,dan menghasilkan marshal quotient (QM) dengan kadar 5% sebesar 942 kg/mm,10% sebesar 632 kg/mm,dan 20% sebesar 378%. Untuk mencapai kadar optimum maka campuran serbuk batu bata merah pada aspal beton berkisar antara < 5%","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132167363","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"PENELITIAN PENAMBAHAN BAHAN SERBUK DOLOMITE DAN PASIR BRANTAS PADA CAMPURAN ASPAL BETON","authors":"F. Yusuf, Ahmad Ridwan, Yosef Cahyo S.P","doi":"10.30737/jurmateks.v2i2.513","DOIUrl":"https://doi.org/10.30737/jurmateks.v2i2.513","url":null,"abstract":"Asphalt Concrete (Hotmix) is a mixture of coarse aggregate, fine aggregate, and filler (filler) with asphalt binder in high-temperature conditions (heat) with a composition that is examined and regulated by technical specifications. In this research, concrete asphalt mixture was added with dolomite powder as a  mixture in filler to be an alternative material for portland cement filler mixture to minimize the price of portal and cement, which is increasingly expensive, and brantas sand as fine aggregate to study and determine the effect of dolomite powder and brantas sand in the mixture asphalt concrete with the addition of levels of 5%, 10%, and 15%. From the results of the study obtained the value of adding dolomite powder with levels of 5%, 10%, 15% at VIM values of 11.99%, 15.28%, 10.29 , VMA value of 26.30%, 29.05%,  24.88%,  VFB  value  of  54.49%,  48.33%,  58.81%,  stability  value  of  3402.503  kg, 3294.030 kg, 1958.946 kg, MQ value 733,8130 kg, 456,1891 kg, 471,9089 kg and from the testing chart the optimum content is at levels 5.5% to 8% and the maximum level is at 5% level.Aspal  Beton  (Hotmix)  adalah  campuran  agregat  kasar,  agregat  halus,  dan  bahan pengisi (Filler) dengan bahan pengikat aspal dalam kondisi suhu tinggi (panas) dengan komposisi yang diteliti dan diatur oleh spesifikasi teknis. Pada penelitian ini, campuran aspal beton diberi bahan tambahan serbuk dolomite sebagai campuran pada filler agar menjadi bahan alternativ campuran filler semen portaland untuk meminimalisir harga semen portaland yang  semakin  mahal  dan  pasir  brantas  sebagai  agregat  halus  untuk  mempelajari  dan mengetahui pengaruh serbuk dolomit dan pasir brantas pada campuran aspal beton dengan penambahan kadar 5%, 10%, dan 15%.dari hasil penelitian didapat nilai penambahan serbuk dolomite dengan kadar  5%, 10%, 15% pada nilai VIM sebesar 11,99%, 15,28%, 10,29, nilai VMA 26,30%, 29,05%, 24,88%, nilai VFB 54,49%, 48,33%, 58,81%, nilai stabilitas 3402,503 kg, 3294,030 kg, 1958,946 kg, nilai MQ 733,8130 kg, 456,1891 kg, 471,9089 kg dan dari grafik pengujian kadar optimum pada kadar 5,5% sampai 8% dan kadar maximum pada kadar 5%.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"23 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115988156","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"ANALISIS DAMPAK LALU LINTAS REVITALISASI PASAR SUMBERGEMPOL KABUPATEN TULUNGAGUNG","authors":"Ari Styawan, Yosef Cahyo Sp Sp, Ahmad Ridwan","doi":"10.30737/jurmateks.v2i2.511","DOIUrl":"https://doi.org/10.30737/jurmateks.v2i2.511","url":null,"abstract":"Traffic Impact Analysis (Andalalin) is an analysis of the influence of land use development on the system movement of surrounding traffic flows. It studies the method described in the 1997 MKJI concludes: 1. The revitalization of Sumbergempol People's Market is expected to attract trips of 88.9 SMP / hour and generate trips of 60.6 SMP / hour. 2. The results of the study area. The condition of the road section prior to revitalization has a V / C ratio of 0.53 with a Service Level in C. b. Predictions in 2019 have a V / C ratio of 0.57. c. Prediction in 2024 has a V / C ratio of 0.61, the performance still in category C. 3 The impact of the service level of the road section based on PM  96th. 2015 is: - The flow is stable, but vehicle movement is controlled by higher traffic volumes with speeds of at least 60 km/hour. - Medium traffic density due to internal obstacles to increased traffic. - Drivers have limitations for speed, change lanes, and overtake. 4. The market developer must provide a motorcycle parking area with a minimum area of 144.3 m2 and 1203.13 m2 for cars.Analisis Dampak Lalu Lintas (Andalalin) adalah analisis pengaruh perkembangan tata guna lahan terhadap sistem pergerakan arus lalu lintas disekitar, Dalam penelitian Andalalin ini metode yang dijelaskan dalam MKJI 1997 yangkesimpulannya: 1. Revitalisasi Pasar Rakyat Sumbergempol diperkirakan akan menarik perjalanan sebesar 88,9 smp/jam dan membangkitkan perjalanan sebesar 60,6 smp/jam. 2. Hasil penelitian adalah: a. Kondisi ruas jalan sebelum dilakukan Revitalisasi mempunyai V/C Ratio 0,53 yang Level Tingkat Pelayanan nya dalam kategori C. b. Prediksi pada tahun 2019 mempunyai V/C Ratio 0,57. c. Prediksi pada tahun 2024 mempunyai V/C Ratio 0,61, kinerja ruas jalan raya mengalami penurunan tapi Level Tingkat pelayanan masih dalam kategori C. 3 Dampak dari tingkat pelayanan ruas jalan berdasarkan PM No. 96 th. 2015 adalah: - Arus stabil, tetapi pergerakan kendaraan di kendalikan oleh volume lalu lintas yang lebih tinggi dengan kecepatan sekurang-kurangnya 60 km/jam. – Kepadatan lalu lintas sedang karena hambatan internal lalu lintas meningkat. – Pengemudi memiliki keterbatasan untuk kecepatan, pindah jalur dan mendahului. 4. Pihak pengembang pasar harus menyediakan tempat parkir motor minimal luasan harus144,3 m2 dan untuk mobil minimal luasan harus 1203,13 m2.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131469373","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"STUDI ANALISA DAMPAK LALU LINTAS DIKAWASAN PEMBANGUNAN GEDUNG OLAH RAGA KABUPATEN TRENGGALEK","authors":"Ela Mahudi, Y. C. S. Poernomo, Ahmad Ridwan","doi":"10.30737/jurmateks.v2i2.512","DOIUrl":"https://doi.org/10.30737/jurmateks.v2i2.512","url":null,"abstract":"The construction of the Sports Building will lead to an increase in traffic volume. The study aims to find out the Average Daily Traffic, predicting the degree of saturation in the sections and intersections around the construction at peak hours in 2024 or after 5 years of the study is carried out. They are using data collection methods and transportation modeling methods as well as micro approaches for the analysis of transportation system performance. The results of the Average Daily Traffic Survey (LHR) are 0.50 with a service level of C. In the prediction in 2024, if there is no development in the area, the degree of saturation will be 0.70 with service level C. In 2024, if there is an increase in traffic flow. This happens because, based on the analysis, it is obtained generation of 71 pcs / hour and a pull of 129 pcs / hour. Average Daily Traffic (LHR) and Performance of roads and intersections around the Sports Hall in 2024 are still normal based on the degree of saturation of 0.70 and the level of service C. Suggestions and recommendations need to regulate vehicle circulation and installation of warning lights around the Sports Building.Pembangunan Gedung Olahraga akan menyebabkan peningkatan volume lalu lintas. Penelitian bertujuan untuk mengetahui Rata-rata Lalu Lintas Harian, memprediksi derajat kejenuhan pada ruas-ruas dan persimpangan di sekitar konstruksi pada jam puncak tahun 2024 atau setelah 5 tahun penelitian dilakukan. Mereka menggunakan metode pengumpulan data dan metode pemodelan transportasi serta pendekatan mikro untuk analisis kinerja sistem transportasi. Hasil Average Daily Traffic Survey (LHR) adalah 0,50 dengan service level C.Pada prediksi tahun 2024 jika tidak ada pembangunan di wilayah tersebut maka derajat kejenuhannya akan menjadi 0,70 dengan service level C. Pada tahun 2024, jika terjadi peningkatan arus lalu lintas. Hal ini terjadi karena berdasarkan analisis diperoleh pembangkitan 71 pcs / jam dan tarikan 129 pcs / jam. Rata-rata Lalu Lintas Harian (LHR) dan Kinerja Jalan dan Persimpangan di sekitar Gedung Olah Raga pada tahun 2024 masih normal berdasarkan derajat kejenuhan 0,70 dan tingkat pelayanan C. Saran dan rekomendasi perlu pengaturan sirkulasi kendaraan dan pemasangan lampu peringatan di sekitar Gedung Olahraga.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130968757","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"ANALISA SISTEM JARINGAN DRAINASE (STUDI KASUS : DESA SUMENGKO, KECAMATAN SUKOMORO, KABUPATEN NGANJUK)","authors":"Nita Kusuma Agustin, Ahmad Ridwan, Sudjati Sudjati","doi":"10.30737/jurmateks.v2i2.516","DOIUrl":"https://doi.org/10.30737/jurmateks.v2i2.516","url":null,"abstract":"Drainage channels or flood control buildings are 12 general components of physical infrastructure that are useful to meet the needs of the community and are an important component of road support buildings. In the problem of flooding that occurred in some neighborhoods in the village of Sumengko, an analysis of the existing drainage channels is needed. This activity is expected to help solve flood problems in the area. The research method used is descriptive quantitative, the method of calculation, and translation of the results of field data processing. With this method, the research results obtained at 0.41 m3 / second for flood planning (Qr) using a rational formula for a 10-year period and 0.12 m3 / second for the capacity of the drainage channel (Qs). While the comparative requirements that meet are Qs≥Qr. So there needs to be an analysis of the drainage channel. From the analysis of the dimensions of the drainage channel, a new trapezoidal channel with a width of the bottom channel (b): 0.40 m; depth of waterlogged channel (h): 0.35 m; and guard height (w): 0.20 mSaluran drainase atau bangunan pengendali banjir merupakan 12 komponen umum fasilitas fisik insfrastruktur yang berguna untuk memenuhi kebutuhan masyarakat dan merupakan kompenen penting bangunan penunjang jalan. Dalam permasalahan banjir yang terjadi pada sebagian lingkungan Desa Sumengko diperlukan analisa terhadap saluran drainase eksisting. Kegiatan ini diharapkan dapat membantu menyelesaikan permasalahan banjir di daerah tersebut. Metode penelitian yang digunakandeskriptif kuantitatif, yaitu metode perhitungan dan penjabaran dari hasil pengolahan data lapangan. Dengan metode tersebut didapatkan hasil penelitian sebesar 0,41 m3/detik untuk debit banjir rencana (Qr) yang menggunakan rumus rasional untuk periode 10 tahunan dan 0,12 m3/detik untuk untuk kapasitas daya tampung saluran drainase (Qs). Sedangkan Syarat perbandingan yang memenuhi ialah Qs≥Qr. Sehingga perlu adanya analisa terhadap saluran drainase tersebut.Dari analisa dimensi saluran drainase yang dilakukan, menghasilkan saluran baru bentuk trapesium dengan lebar bawah saluran (b) : 0,40 m; kedalaman saluran yang tergenang air (h) : 0,35 m; dan tinggi jagaan (w) :0,20 m.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"20 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123625084","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"ANALISA ANGGARAN BIAYA DANPENJADWALANPROYEK PERBAIKAN TANGGUL KALI BAKUNGDESA CENGKOK KECAMATAN TAROKAN KABUPATEN KEDIRI","authors":"Johan Harmawanto, Y. C. S. Poernomo, Sigit Winarto","doi":"10.30737/jurmateks.v2i2.514","DOIUrl":"https://doi.org/10.30737/jurmateks.v2i2.514","url":null,"abstract":"Bakung River is a medium to supply water demand for irrigation in Cengkok Village TarokanSubdistrict Kediri Regency. Unfortunately, the soil embankment often slides to disturb the irrigation. The writer made the cost estimate, scheduling, network, and undertaking method of improving the Bakung River embankment with river stone. The data obtained from the Department of Water Public Work (DWPW) were of technical drawings, specifications, the unit price of material, and construction work of Kediri Regency 2019. The result was analyzed to find out the unit price analysis of construction work; hence the cost analysis was made. The schedule was derived from making the cost estimate by calculating the work quantity and calculating the duration. The results were processed through MS Excel to make a bar chart, S Curve, and Precedence Diagram Method (PDM) as the network. The calculations result in IDR 914.486.100,00 and 91 workdays.Kali Bakung merupakan sarana  untuk memenuhi kebutuhan air irigasi di Desa Cengkok Kecamatan Tarokan Kabupaten Kediri. Akan tetapi keadaan tanggul Kali Bakung mengalami kerusakan dan penyediaan air irigasi menjadi terganggu. Penulis membuat analisa anggaran biaya, penjadwalan, jaringan dan metode pelaksanaan untuk perbaikan tanggul Kali Bakung dengan pasangan batu kali. Data yang diperoleh dari Dinas Pekerjaan Umum Sumber Daya Air adalah gambar teknis, spesifikasi, harga satuan upah dan bahan Kabupaten Kediri tahun 2019. Hasilnya dianalisis untuk mengetahui analisa harga satuan pekerjaan, maka dibuat rencana anggaran biaya. Jadwal berasal dari rencana anggaran biaya dengan menghitung bobot pekerjaan dan menghitung durasi. Hasilnya diproses dengan MS Excel untuk membuat bar chart, kurva S, dan Precedence Diagram Method (PDM) sebagai jaringan. Hasil perhitungan didapatkan Rencana Anggaran Biaya untuk proyek tersebut adalah Rp. 914.486.100,00 dan durasi pelaksanaannya 91 hari.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114328618","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"STUDI ANALISA PERENCANAAN PERKERASAN LENTUR DAN RENCANA ANGGARAN BIAYA (PADA PROYEK JALAN RUAS JALAN TEMBELENGAN–DURJAN KABUPATEN SAMPANG)","authors":"M. Aziz, Sigit Winarto, Yosef Cahyo S.P","doi":"10.30737/jurmateks.v2i2.515","DOIUrl":"https://doi.org/10.30737/jurmateks.v2i2.515","url":null,"abstract":"There was a build-up of lumps of sand on the road, precisely Tambelang-Durjan. This build-up of sand chunks occurs because many of the piled sand hauling trucks that pass on the road is obstructed because the road section has been damaged (potholes) and is unfit for passage, resulting in obstruction of traffic flow. In addition, the width of the section is not in accordance with the technical requirements of the 2011 Government Regulation. Therefore, it requires a flexible pavement re-planning and a Cost Budget Plan for land transportation lines, so that motorist access is comfortable. Planning flexible pavement using Laston with a planning age of 10 years obtained flexible pavement thickness, namely 4 cm thick AC-WC, 6 cm thick AC-BC, and 40 cm of Upper Foundation Layers (LPA) with the estimated size of the Budget Plan The cost of the flexible pavement construction of Tambelang- Durjan of Sampang Regency with a length of 1,145 km in the amount of Rp 5,744,585,463.00Terjadi penumbukan bongkahan pasir urug tepatnya di ruas jalan Tambelangan-Durjan. Penumpukan bongkahan pasir ini terjadi karena banyak truk pengangkut bongkahan pasir urug tersebut yang melintas pada jalan itu terhambat karena ruas jalan mengalami kerusakan (berlubang) dan tidak layak dilalui, sehingga  yang mengakibatkan terhambatnya arus lalu lintas. Selain itu lebar ruas tidak sesuai dengan persyaratan teknis Peraturan Pemerintah tahun 2011. Oleh karena itu, memerlukan perencanaan ulang perkerasan lentur dan Rencana Anggaran Biaya untuk jalur transportasi darat supaya akses pengendara nyaman. Perencanaan perkerasan lentur menggunakan Laston dengan umur rencana 10 tahun didapatkan tebal perkerasan lentur yaitu AC-WC setebal 4 cm, AC-BC setebal 6 cm dan Lapis Pondasi Atas (LPA) setebal 40 cm dengan besar perkiraan Rencana Anggaran Biaya pembangunan perkerasan lentur ruas Tambelangan-Durjan Kabupaten Sampang sepanjang 1,145 km sebesar Rp 5.744.585.463,00.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126110888","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"ANALISA PERENCANAAN SISTEM DRAINASE DALAM UPAYA PENANGGULANGAN BANJIR DI KECAMATAN GANDUSARI KABUPATEN TRENGGALEK","authors":"Rizqi Dwi Prasetyo, Yosef Cahyo, Ahmad Ridwan","doi":"10.30737/JURMATEKS.V2I1.405","DOIUrl":"https://doi.org/10.30737/JURMATEKS.V2I1.405","url":null,"abstract":"In industrial areas or densely populated settlements, generally found channels that function besides to drain rainwater as well as to discharge domestic wastewater or dirty water from households. Drainage systems are often the main problem in the occurrence of flooding. It is necessary to analyze how their performance and resistance to flooding in the District of Gandusari, Trenggalek Regency. For analysis of drainage system planning in flood prevention efforts, the authors used the Van-Breun and Mononobe calculation methods to determine the number of incoming water discharge, the ideal dimension of the channel to accommodate the inlet discharge channel, and calculate the cost budget plan (RAB) of the builder. From the analysis, results obtained a cumulative discharge of rainwater, and dirty water entering the drainage amounted to 0.4695 m3 / sec. From the calculation, the ideal dimensions of the drainage can be obtained to be able to accommodate rainwater runoff and dirty water discharge using square channels, where the 1.5 m channel height is all added to the water level of 0.2 m and 0.7 m in width 500 m. While the budget plan for the construction costs is Rp. 794,048,000.00 -Di daerah industri atau pemukiman padat penduduk umumnya ditemukan saluran yang berfungsi selain untuk mengalirkan air hujan juga sekaligus untuk pembuangan air limbah domestik ataupun air kotor dari rumah tangga. System drainase sering menjadi pokok masalah dalam terjadinya banjir, maka perlu di Analisa bagaimana kinerjanya dan ketahanan terhadap banjir di Kecamatan Gandusari Kabupaten Trenggalek. Untuk analisis perencanaan sistem drainase dalam upaya penanggulangan banjir penulis menggunakan metode perhitungan Van-Breun dan Mononobe untuk mengetahui angka debit air yang masuk, dimensi ideal saluran untuk menampung saluran debit air masuk dan menghitung rencana anggaran biaya (RAB) pembangunanya. Dari hasil analisa didapatkan debit komulatif air hujan dan air kotor yang masuk ke drainase sebesar 0.4695 m3/detik. Dari perhitungan didapatkan dimensi saluran drainase yang ideal agar mampu menampung limpasan air hujan dan debit air kotor dengan menggunakan saluran berbentuk persegi, dimana tinggi saluran 1,5 m semuanya ditambahkan dengan tinggi jagaan air sebesar 0,2 m dan lebar 0,7 m dengan panjang 500 m. Sedangkan rencana Anggaran Biaya pembangunannya sebesar Rp. 794.048.000,00,-","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"24 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125573156","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"ANALISA KEBUTUHAN AIR BAKU BERDASARKAN MATA AIR SUNGAI BAYONG ( Study Kasus di Kec. Bendungan Kab. Trenggalek )","authors":"Oky Ari Swenda, Ahmad Ridwan, Sigit Winarto","doi":"10.30737/JURMATEKS.V2I1.391","DOIUrl":"https://doi.org/10.30737/JURMATEKS.V2I1.391","url":null,"abstract":"To support the raw water development program in the Dam District, there have been many development studies and development programs and rehabilitation programs to meet the needs of the population through the Brantas River Basin Central work unit and PDAM. This region is in dire need of water to improve the welfare of the Trenggalek Regency population, most of whom are living from the farm. And also to meet raw water needs in order to support the pase of regional development and the economy in the surrounding region. Then, analyze population growth for the next 5 years based on Bayong River Springs and raw water network equipment to accommodate the plan. With the availability of bayong river springs, the average discharge per month can be calculated for 5 years. With debit data that reaches 900 liters/sec and population growth for the next 5 years with an average growth of 2% reaching 32949 people, then with consumption per person 100 liters/sec, the population needs clean water reaches 59 liters/second. To fulfill the need for raw water, so Bendungan District can be relied upon after the Bayong River Springs.Untuk mendukung program pengembangan air baku di wilayah Kec. Bendungan, telah banyak diadakan studi pengembangan dan dilaksanakan program pembangunan maupun rehabilitasi untuk pemenuhan kebutuhan masyarakat melalui Satuan Kerja Balai Besar Wilayah Sungai Brantas dan PDAM setempat. Wilayah ini sangat membutuhkan air untuk meningkatkan kesejahteraan penududuk Kabupaten Trenggalek yang sebagian besar masyarakatnya adalah hidup dari pertanian itu, juga untuk memenuhi kebutuhan air baku agar dapat mendukung laju perkembangan wilayah serta perekonomian di wilayah sekitarnya. Maka menganalisa pertumbuhan penduduk sekarang sampai 5 tahun ke depan berdasarkan mata air Sungai Bayong dan perlengkapan jaringan air baku untuk mengakomodir rencana tersebut. Dengan ketersediaan mata air Sungai Bayong dihitung debit rata-rata per bulan selama 5 tahun. Dengan data debit yang mencapai 900ltr/dtk dan pertumbuhan penduduk 5 tahun kedepan dengan pertumbuhan rata-rata 2%  mencapai 32949 jiwa, maka dengan konsumsi per orang 100 ltr/dtk kebutuhan total air bersih penduduk Kec. Bendungan 59 ltr/dtk. Untuk pemenuhan kebutuhan air baku, maka di Kec. Bendungan dapat diandalkan setelah adanya mata air Sungai Bayong tersebut.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-05-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131241759","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"STUDI PERENCANAAN TEBAL PERKERASAN KONSTRUKSI JALAN RAYA (MENGGUNAKAN METODE BINA MARGA) PADA RUAS JALAN UMASUKAER DI KABUPATEN MALAKA","authors":"Philipus Resato Nahak, Yosef Cahyo, Sigit Winarto","doi":"10.30737/JURMATEKS.V2I1.393","DOIUrl":"https://doi.org/10.30737/JURMATEKS.V2I1.393","url":null,"abstract":"The increase in traffic volume will cause a decrease in service due to decreased road capacity due to an increase in side constraints and due to the increase in traffic volume itself, which will ultimately cause the level of road saturation to increase. The situation occurred in the Umasukaer road section of the Malacca Regency. Therefore it is necessary to address improvements in the quality of the road in order to meet the feasibility of transportation facilities by taking into account the existing technical requirements. The results of planning found that through the 2015 LHR survey data with a prediction of an increase in traffic density of 6% per year, the LHR was obtained with a planned age of 7 years = 2540.7 vehicles/day/department and a 20-year plan life LHR = 5419.1 ked/day / major. The results of a gradual construction planning pavement study can be concluded that the planning model that has been designed is effective in strengthening road construction in accordance with existing technical requirements and efficient in terms of financing. The final results of gradual construction pavement thickness results are: Ashburton thickness (MS 744) = 8 cm, Ashburton (MS 744) = 13 cm, broken stone (CBR 100) = 20 cm, Sirtu (CBR 50) = 10 cm and CBR subgrade 5%. Pertambahan volume lalu lintas akan menyebabkan penurunan layanan diakibatkan menurunnya kapasitas jalan karena adanya peningkatan hambatan samping maupun karena beratambahnya volume lalu lintas itu sendiri yang pada akhirnya akan meyebabkan tingkat kejenuhan jalan meningkat. Keadaan tersebut terjadi ruas jalan Umasukaer Kabupaten Malaka, oleh karena itu perlu adanya penanganan perbaikan kualitas jalan agar memenuhi segi kelayakan sarana transportasi dengan memperhatikan syarat-syarat teknik yang ada. Hasil perencanaan didapatkan bahwa melalui data survey LHR tahun 2015 dengan prediksi peningkatan kepadatan lalu lintas sebesar 6% pertahun maka didapatkan LHR dengan umur rencana 7 tahun = 2540,7 kend/hr/jurusan dan LHR umur rencana 20 tahun = 5419,1 ked/hr/jurusan. Hasil studi perencanaan perkerasan konstruksi bertahap dapat diambil kesimpulan bahwa model perencaaan yang telah dirancang efektif dalam memperkerasa konstruksi jalan sesuai dengan syarat teknis yang ada serta efisien dalam hal pembiayaan. Hasil akhir tebal perkerasan konstruksi bertahap diperoleh hasil: Ketebalan Asbuton (MS 744) = 8 cm, Asbuton (MS 744) = 13 cm, batu pecah (CBR 100) = 20 cm, Sirtu (CBR 50) = 10 cm dan CBR tanah dasar 5%.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-05-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115892922","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}