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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Jurnal Rekayasa Jurnal Rekayasa Sipil dan Desain Jurnal Abdimas Mandiri JMTS: Jurnal Mitra Teknik Sipil Jurnal Momen : Teknik Sipil Suryakancana Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Nemui Nyimah
Dwi Herianto
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Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Education Engineering Environmental Science Social Sciences Transportation Other

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Pengaruh Pintu Keluar Mall Bumi Kedaton dan U Turn Sebelum Lintas Jalan Rel di Jalan Sulta Agung (Studi Kasus Simpang Jl. Teuku Umar – Jl. ZA. Pagar Alam – Jl. Sultan Agung) Nadi, M. Abi Berkah; Herianto, Dwi; Sebayang, Syukur
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 2 (2015): Edisi Juni 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i2.463

Abstract

This research used primary data and secondary data. The primary data is obtained from the directsurvey result in the form of geometry data, environmental condition data, traffic flow, signaltiming, and long queues. Secondary data consists of the population in Bandar Lampungat 2012that is get from BPS Lampung Province. Data analysis is used the Indonesian Manual HighwayCapacity in 1997 for Signalized Intersections. Based on calculations, it can found that theintersection level of service at aftrenoon peak hour was F with a delay amount 61,50sec/pcu, levelof service at evening peak hour was F with a delay amount 88, 20sec/pcu, and level of service atnight peak hour was F with a delay amount 60, 29sec/pcu. Similarly, with the U Turn result canobtained the intersection level of service at afternoon peak hour was B, level of service at eveningpeak hour was B, and level of service at night peak hour was A.It indicates that the performance ofintersectionis not optimal. To increase the performance of the intersection, need make a changesin the pattern of setting time control become the pattern of not setting time control based on thepeak condition by changing the cycle time, green time, and inter green time. And therecommendation needed for the handling of openings U Turn on Jl. Sultan Agung.Keywords : signalized intersection, delay, performance, U Turn
Pengaruh Hambatan Samping Terhadap Kinerja Lalu Lintas Jalan Nasional (Studi Kasus Jalan Proklamator Raya – Pasar Bandarjaya Plaza) Syaputra, Randy; Sebayang, Syukur; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.475

Abstract

The high value of side friction on the road cause a decrease in performance of the road. Theamount of side friction affects the capasity and speed of ride vehicles. The aim of this research wasto analize the factors that affect the performance degredation of traffic condition on some sidefriction and determine planning solutions to improve the traffic performance.This research are obtained by doing survey of traffic volume (LHR) to see the density of vehicles,then surveys the side friction to see the influence of interference and spot speed surveys bothdistrubed and undistrubed side friction. This research doing in 500 meters in a market segment ofBandarjaya Plaza. Next calculation use the Manual Capasity of Indonesian Road in 1997 for theOutside Urban Road.Based on calculation, then obtained the highest value of the degree of saturation of 1,01 to lineBandarjaya with a volume of vehicles by 1395 pcu/hours, while the capacity of road only 1384pcu/hours. It is indicate the state of the roads is very saturated, so that the necessary repairs theroad performance. The highest level of side friction affecting road performance degredation in theform of vehicles in and out the side road area, so it made procurement solutions median crossingthe road in an attempt to eliminate the vehicle.Keywords : side friction, traffic volume, national road
Variasi Temperatur Pencampuran Terhadap Parameter Marshall pada Campuran Lapis Aspal Beton Raya S, Sarkis Enda; Pratomo, Priyo; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.476

Abstract

This study was conducted to determine the effect of temperature variations on the mixing processof the asphalt concrete AC-WC (Asphalt Concrete-Wearing Course) subtle gradations in themiddle limit and lower limit of the Marshall parameters with reference to specifications of BinaMarga, 2010.From the results of experiments conducted that the optimum asphalt content is used to middle limitusing a asphalt content of 5,7% and 6,8% for the lower limit after that mixing was done usingtemperature variation of 120 o C, 130 o C, 140 o C, 150 o C, and 160 o C.To a mixture of Laston AC-WC subtle gradations middle limit grading 5,7% asphalt contentmixing temperature using a temperature of 120 o C, 130 o C, 140 o C, 150 o C, 160 o C and still meet allstandards of marshall parameters. Ideal mixing temperature variations in the middle limit ofmixing temperature 150 o C-160 o C. While the lower limit to the level of 6,8% asphalt contentmixing temperatures between 120 o C-160 o C did not meet the specifications, because the MQ valuebelow the minimum value of 250 kg / mm.Keywords: Mixing temperature, 2010 Specification, Marshall, Asphalt Concrete-Wearing Course(AC-WC) Subtle Gradation.
Studi Optimalisasi Fasilitas Parkir di Fakultas Keguruan Ilmu Pendidikan (FKIP) Universitas Lampung Yuda, Maulana Rendri; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 3 No. 3 (2015): Edisi September 2015
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v3i3.477

Abstract

This study consisted of two phases, which collects data required parking, such as license platenumbers of vehicles, to enter and exit the vehicle, and then analyze it with some formula that isused as a parameter conclusion. This study uses several parameters that are used as a referenceconclusion and settlement of the problem, namely the accumulation of vehicle parking, parkingindex, duration of parking, parking capacity, as well as parking turnover rate (PTO). From thecalculation results will be concluded and related solutions in that Faculty.From the analysis, the accumulated value obtained in FKIP largest car park as many as 54vehicles, while the majority of motor vehicle accumulation of 869. In calculating the capacity ofthe car park at FKIP obtained the largest parking capacity as many as 557 vehicles, while formost motor vehicle parking capacity that is equal to 6361 vehicles. In parking index calculationindex values obtained for the vehicle's biggest car park as many as 125,81%, while the largestmotor vehicle as much as 114,49%. At the turn of the calculation in the FKIP-level parking forautomobiles obtained maximum value of 3,79, while in a motor vehicle obtained maximumparking turnover rate of 3,64. From calculations conclude that the motor vehicle parking area atFKIP could not accommodate vehicle parking. As a solution to the problem of the parking lot,then made plans car and motor vehicle parking area at the FKIP plan that can accommodatevehicles parked cars on the faculties.Keywords : FKIP, parking index, parking duration , parking capacity, PTO
Analisis Tundaan Akibat Penutupan Palang Pintu Kereta Api (Studi Kasus Segmen Ruas Jalan Simpang Urip Sumaharjo - Kimaja) sari, reni; herianto, dwi; adha, idharmahadi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 4 (2016): Edisi Desember 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i4.507

Abstract

Perlintasan yang terbentuk dari pertemuan antara dua jenis prasarana transportasi yaitu jalan raya dengan jalan rel merupakan bentuk pertemuan yang sering menimbulkan tundaan, seperti pada perlintasan di jalan urip sumaharjo ini merupakan jalan dengan tipe jalan 2 lajur 2 arah yang sering terjadi kemacetan akibat penutupan palang pintu kereta api, dengan analisis di maksudkan untuk memberi masukan semua pihak yang terkait, sehingga jalan tersebut tidak terjadi kemacetan. penelitian ini bertujuan untuk menganalisis tundaan dan panjang antrian kendaraan pada masing-masing lajur yang terjadi akibat penutupan pintu perlintasan kereta api, Metode yang digunakan adalah metode survei. Hasil analisis menunjukan akibat penutupan palang pintu kereta api di jalan urip sumaharjo maka akan terjadi kemacetan yang cukup besar akibat adanya weaving atau jalinan di jalan tersebut. Sehingga sudah saatnya pada perlintasan dibangun underpass.Kata kunci : Tundaan, Panjang Antrian, Penutupan palang pintu kereta api, weaving
ANALISIS BIAYA TRANSPORTASI DITINJAU DARI KEBUTUHAN BAHAN BAKAR MINYAK (BBM) (Studi Kasus Pada Ruas Jalan Raden Intan, Jalan Jenderal Sudirman dan Jalan Pangeran Diponegoro) ayu, rizca sutra; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 4 (2016): Edisi Desember 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i4.511

Abstract

Kota Bandar Lampung merupakan suatu pusat kegiatan yang berfungsi sebagai pelayanan jasa,produksi, distribusi barang serta menjadi pintu masuk atau simpul transportasi bagi wilayah sekitarnya.  Dengan adanya pergerakan tersebut, maka diperlukan sistem transportasi yang memadai. Hal ini menyebabkan bertambahnya moda transportasi dan memberikan efek negatif yaitu adanya kemacetan lalu lintas.   Kemacetan ini menimbulkan banyak kerugian diantaranya dari aspek waktu, finansial serta aspek kesehatan.            Tujuan dari penelitian ini adalah untuk mengetahui berapa besar kerugian yang dialami oleh masyarakat saat terjadi kemacetan di Jalan Raden Intan, Jalan Jenderal Sudirman dan Jalan Pangeran Diponegoro dengan data yang dibutuhkan adalah data sekunder meliputi penjualan SPBU selama 1 minggu dan data primer meliputi waktu tempuh, waktu tundaan, kecepatan rata-rata, waktu tempuh per 1 liter bensin dan volume kendaraan dengan kendaraan yang ditinjau adalah mobil pribadi.            Berdasarkan analisis yang telah dilakukan, menunjukkan bahwa jenis BBM yang tertinggi adalah premium dengan nilai kerugian sebesar Rp. 1.842.346.532,- untuk Jalan Raden Intan, Rp. 468.853.424,- untuk Jalan Jenderal Sudirman arah Tanjung Karang – Pahoman dan Rp. 563.521.400,- untuk arah Pahoman – Tanjung Karang, Rp. 591.757.412,- untuk Jalan Pangeran Diponegoro arah Tanjung Karang – Teluk Betung dan Rp. 668.644.080,- untuk arah Teluk Betung – Tanjung Karang selama 1 tahun. Kata kunci : Kerugian, Tundaan, Jenis Bahan Bakar Minyak
Perencanaan Transportasi Umum Berbasis Kereta Api (Rute Tanjung Karang - Bandara Radin Inten II) Mutohir, Rindri; Herianto, Dwi; Pratomo, Priyo
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 5 No. 1 (2017): Edisi Maret 2017
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v5i1.606

Abstract

Planning a mode of transport could be done in order to know the extent of the effectiveness of the movement of people and goods or use the train through the route of Tanjung Karang - Radin Inten II Airport. In addition, the plan is also aims to reduce the obstacles that often complained by users of transport from Tanjung karang - Radin Inten II Airport which using moda transportation right now. In this study the method used is statistics descriptive, to find utility board based on what’s the way of work or business, a social visit, school, and leisure. Of all respondents filled out the questionnaire, there are 258 (71,67%) of respondents from Bandar Lampung and 102 (28,33%) of respondents came from out Bandar Lampung. It showed that the demand of transport air that comes from Bandar Lampung is higher compared to the number of out Bandar Lampung. The survey also said as many as 86,12% of respondents from Bandar Lampung interest to switch to moda transportation. Keyword: Train, airport train, train schedule, gapeka.
Pengaruh Aktivitas Kendaraan Pabrik Semen Terhadap Kinerja Jalan Lintas Sumatera Wirawan, Febrian Andrey; Herianto, Dwi; Purba, Alekasnder
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 3 (2018): Edisi September 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i3.894

Abstract

AbstractTrans Sumatera highway is an arterial road that connected Lampung in eastern and Aceh in western of Sumatera island. One of the road section passed in Lampung Selatan Regency, Lampung Province is Rangai Tri Tunggal district which is located in industrial zone. Througt traffic and local traffic are mix in this area and affecting road performance in terms of delay, conflict, degree of saturation. Hence, it is necessary to conduct such analysis in order to predict the level of services of Sumatra highway along the industrial area’s affected. The aim of this study is to analyze the influence of cement plant activities on the performance of  Sumatera Highway. Data collected on Thursday and Saturday from 06:00 am to 06.00 pm (24-08-2017 and 26-08-2017). Calculation methods used are based on inter-urban roads category and unsignalised intersection which refers to MKJI 1997 and KM No. 14 of 2006. Based on findings the degree of saturations is ranging from 0.68 to 0.67 on Thursday and 0.68 to 0.66 on Saturdays indicating road performance at service level B stable and average speed of light vehicles is 41.5 km/h. Degree of saturation at the unsignalised intersection ranging from 0.97 to 0.96 on Thurday and Saturday and the delay is stand from 18sec/pcu to 17 sec/pcu on Thurday and Saturday which indicate service level C which mean as normal conditions. Keywords: degree of saturation, level of service, road performance.
Analisis Ekonomi dan Finansial Kereta Cepat Jakarta - Bandung Giantara, Oldebes Temy; Purba, Aleksander; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.930

Abstract

Jakarta and Bandung city with a distance about 150 km must be taken more than three hours by highway or railway due to the ever-increasing mobility with limited infrastructure capacity.  This study analyzes the economic and financial feasibility of the Jakarta – Bandung high speed rail project and calculates the NPV, BCR, IRR, PI, and PP. The government through the SOE and China International Railway consortium initiated the construction of a high speed rail from Halim to Tegalluar with a 142,3 km rail length and an average speed of 250 km/h, construction began in 2015 and is expected to be completed by 2020. The analysis is done with assumption of 75% occupancy rate, with discount rate of 2% and 3,46%, and feasibility of the project by doing comparison of feasibility method that is NPV ≥ 0, BCR > 1, IRR > r, PI > 1, and PP is faster than NPV positive. In the highest value feasibility analysis obtained with 75% occupancy rate and discount rate 2%. If only calculate the economic benefits obtained value of NPV = 3.279.703.704,18 ≥ 0, BCR = 1,00 > 1, IRR = 6,45% > r, PI = 0,65 < 1, PP = 33,76 > 29 year. If only calculate the financial benefits obtained value of NPV = 8.677.268.827,83 ≥ 0, BCR = 1,01 > 1, IRR = 5,50% > r, PI = 0,79 < 1, PP = 34,47 < 38 year. If calculate the economic and financial benefits obtained value of NPV = 1.543.396.683.112,40 ≥ 0, BCR = 1,56 > 1, IRR = 105,46% > r, PI and PP can not be calculated because the positive value of NPV in the first year (2020).
Evaluasi Kinerja Simpang Bersinyal (studi kasus: Jl. Soekarno-Hatta - Jl. H. Komarudin - Jl. Kapten Abdul Haq) Darma, Muhammad Agung Setia; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.1026

Abstract

ABSTRAKEVALUASI KINERJA SIMPANG BERSINYAL(Jl. Soekarno Hatta – Jl. H. Komarudin – Jl. Kapten Abdul Haq)OlehMUHAMMAD AGUNG SETIA DARMAPertumbuhan dan perkembangan penduduk memicu peningkatan aktifitas mobilisasi lalu lintas, hal ini memicu masalah kemacetan pada ruas jalan, terutama pada pertemuan ruas persimpangan. Oleh sebab itu, perlu dilakukannya pengaturan kinerja simpang bersinyal agar lalu lintas dapat berjalan secara lancar dan optimal.Penelitian dilakukan di simpang Damri pada Jalan Soekarno-Hatta – Jalan H.Komarudin – Jalan Kapten Abdul Haq, Kecamatan Rajabasa, Bandar Lampung. Tujuannya yaitu untuk menganalisa kinerja simpang Damri dalam kondisi eksisting serta memberikan solusi alternatif agar kinerja simpang tersebut lebih optimal. Analisa kinerja simpang menggunakan metode Manual Kapasitas Jalan Indonesia 1997.Hasil penelitian didapat pada simpang Damri bahwa pada pendekat utara, selatan dan barat, memiliki nilai derajat kejenuhan (Ds. >0,75) masing-masing sebesar 1.90,1.23,0.82, sedangkan pendekat timur 0.65. Panjang antrian tertinggi pada simpang sebesar 824,68m. besar nilai angka henti seluruh simpang adalah 5,82 stop/smp. Tundaan rata-rata simpang yang dihasilkan adalah 314,38 det/smp. Untuk meningkatkan kinerja simpang Damri dilakukan alternatif perbaikan dengan melakukan Pelarangan Belok Kanan, Pelebaran Geometrik, Perubahan Fase dan kombinasi antara Pelarangan Belok Kanan dan Pelebaran Geometrik serta Kombinasi Pelebaran dan Perubahan Fase. Dari alternatif tersebut solusi perbaikan yang paling efektif yaitu Kombinasi Pelebaran dan Perubahan Fase, Kombinasi Pelarangan Belok Kanan dan Pelebaran Geometrik Serta Pelarangan Belok Kanan.Kata Kunci: Simpang Bersinyal, Derajat Kejenuhan, Panjang Antrian, Tundaan.
Co-Authors ADITYA NUGRAHA Agustian, Joni Akrom, Fatra Hariz Aldino, Muhammad Ivan Alekasnder Purba Aleksander Purba Alexander, Yogi Alexsander Purba Alfina Dwi Putri Alfrido Hutagalung ALl-fathoni, Alexander Damira Amril Ma&#039;ruf Siregar andya firgi juliend m Antonius Situmorang Antonius Situmorang, Antonius Apis Prada Ramadhan Arengga Vinata Arif, Muhammad Isfan Arya Nugraha Arya Nugraha Asmaul Latifah ayu, rizca sutra ayura gadwina Azhar, Rizqi Febriansyah Bima Depati Pratama Bralinza, Chelpa Rideanda Cintoro, Bhismaprabhawa Muhammad Dalius, Miftahul Fauzan Darma, Muhammad Agung Setia Darma, Royadji Deni Purwadi Destriana, Revina Dinda Oktarina Harahap Dzulhadi, Rahmad Elfrida Ratnawati Elida Purba Fatra Hariz Akrom Fauzi, Laka Ardhillah Febrian Andrey Wirawan Frans Hasiholan Tanjung Gadwina, Ayura Giantara, Oldebes Temy Habibi, Naufal Hamzah, Budi Harahap, Ananda Wirawan Tritama Harahap, Dinda Oktarina Havis, Muhammad Al Heriadi, Riyan Hermida, Lilis Hikmah, Nuril hilda trianda walimuda Hutagalung, Alfrido Hutapea, Raditya Eros Witantra I Dewa Made Agung Pramana I Wayan Diana Idharmahadi Adha Idharmahadi Adha indralam, febriansyah Iswan Janatilla, Annisa Wansya Jannah, Faizatul Juliend m, Andya Firgi Junaedi, Tas'an Junaedi, Tas’an Junaidi, Tas'an karami, muhammad Kholbuniah, Megalensi Kusuma, I Gusti Made Ferdi Laedo Gustiaji Laedo Gustiaji, Laedo Laksono, Bambang Tri Latifah, Asmaul Luthfi Radhwa Sultoni M. Abi Berkah Nadi Maulana Rendri Yuda Megalensi Kholbuniah Muhammad Agung Setia Darma Muhammad Al Havis Muhammad Farhan Muhammad Irvan muhammad vareza pratama Mulya Putri Ofrial, Siti Anugrah Mulya, Siti Mustika Rahmadini Mutohir, Rindri Nadi, M. Abi Berkah naufal habibi Naura Salsabila Novendra, Muhammad Rafly Noviarti, Triafini Ofrial, Siti Anughrah Mulya Putri Ofrial, Siti Anugrah M. P. Ofrial, Siti Anugrah M. Putri Ofrial, Siti Anugrah Mulya Putri Oldebes Temy Giantara Pramana, I Dewa Made Agung Prameswari, Putri Ajeng Pratama, Bima Depati Pratama, Muhammad Vareza Pratama, Rachmatia Agung Priangga, Musabiq Ahkmadi Priyo Pratomo Priyo Pratomo, Priyo Purba, Alekasnder Purba, Alexsander Purwadi, Deni Putra, Fanky Arya Putri Ajeng Prameswari Putri Ofrial, Siti Anugrah Putri Ofrial, Siti Anugrah Mulya Putri, Alfina Dwi ra, arif rahman Raditya Eros Witantra Hutapea Rahayu Sulistiyorini Rahayu Sulistyorini Rahayu Sulistyorini Rahmad Dzulhadi Rahmadini, Mustika Rahmaputri, Alya Samira Ramadhan, Apis Prada Randy Syaputra Raya S, Sarkis Enda reni sari Riani, Nurul Okta Rindri Mutohir Ririk, Alis Riyan Heriadi rizca sutra ayu Royadji Darma Sahara Nugra Diani Salsabila, Naura Sampurna, Muhammad Fatwa Putra Santiti, Hana Vera Santoso, Muhammad Bagus Sari, Reni Sari, Yulianti Dewi Manda Sarkis Enda Raya S Sasana Putra Sasana Putra, Sasana Sembada, M. Arif Yoga siburian, Parsaulian Silmi, Safinah Siregar, Amril Ma'ruf Siti Anugrah Mulya Putri Ofrial Siti Mulya Sulistiyorini, Rahayu Sulstyorini, Rahayu Suryatama, Noval Syaputra, Randy Syukur Sebayang Syukur Sebayang TALITHA, YOLANDA SEPTIANI Tanjung, Frans Hasiholan Tas’an Junaedi walimuda, hilda trianda Wirawan, Febrian Andrey Yoga Kartiwi, Diana Williani Yoga Tryas Pratama Yogi Alexander Yohanes Martono Hadi Yohanes Martono Hadi Yuda, Maulana Rendri Yunise, Karmaniar Yuntares Putri Nawang Sari Yuntares Putri Nawang Sari, Yuntares Putri Zillie, Muhammad Febry