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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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ANALISIS FAKTOR MUAT (LOAD FACTOR) KAPAL PENYEBERANGAN BAKAHUENI – MERAK PADA KONDISI ARUS PUNCAK DAN KONDISI NORMAL Priangga, Musabiq Ahkmadi; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2498

Abstract

Transportation consists of facilities and infrastructure to smooth the wheels of the economy, strengthen national unity and integrity and influence almost all aspects of life. One type of transportation is sea transportation which functions to connect people from one island to another by using water transportation such as ships. The purpose of this research is to analyze the loading factor of ships at peak and normal condition and to estimate the number of vehicles at the Bakauheni-Merak ferry port for the next three years. The research method for collecting secondary data is by visiting related agencies, as well as calculating ship loading factors and forecasting vehicle productivity using the linear regression analysis method. From the results of the calculation of the load factor in the normal condition of 2017-2019 it produces a load factor value that does not exceed 30% -58%, while in the peak condition of 2017-2019 and 2022 there is a value that exceeds 100%, namely 105% -140%, so it is necessary to increase the number of trips at the Bakauheni-Merak port pier.
Analisis Kebutuhan Parkir Eksisting Moda Transportasi di Bnadara Radin Inten II Bralinza, Chelpa Rideanda; Sulstyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 7 No. 4 (2019): Edisi Desember 2019
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v7i4.1224

Abstract

The Indonesian government is increasingly active in improving the country's infrastructure, one of which is in the transportation sector. In 2016 the number of passengers of Radin Inten II Airport was 1.9 million after Radin Inten II Airport renovated on  the side of the air and land side section number of passengers increased  to 2.4 million passengers in 2017. If this continues, there will be a queue at the entrance and drop area zone.Data collection in this study was conducted in 2 stages. First, conducting a survey of vehicles at the entrance and exit of the airport for 14 hours, namely at 06:00 until 21:00, then the hand out the questionnaires in the waiting room and surveys in the drop zone area that is useful as supporting data. This study analyzes the characteristics of parking. Parking characteristics consist of parking time, parking duration, parking accumulation, parking usage level (PTO), parking capacity, parking indexThe study results show that in 2018 the Radin Inten II Airport parking lot is capable of accommodating all vehicles.
Analysis of Traffic Accident Factors on The Road of Tarahan Lampung Selatan Kholbuniah, Megalensi; Sulistyorini, Rahayu; Purba, Aleksander; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 1 (2020): Edisi Maret 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i1.1255

Abstract

 The purposes of this study were to analyze the factors causing of the traffic accident using correlation analysis with SPSS program and  analyze the relationship between the characteristics of accidents and road safety facilities such as road signs, road markings, and lighting lights the road of Tarahan. The secondary data were obtained from the Ditlantas Polda Lampung in the form of accident data per month from 2014-2018. Then from National Road Planning and Supervision were obtained form of geometric data for the Tarahan Road in 2019. The results showed that there were still inadeguate road safety facilities on the Tarahan road, such as lighting, road markings and rescue path. In terms of the geometric conditions of the Tarahan Road it has a maximum slope exceeding the Bina Marga standard of 10,83%, it affects traffic accidents. The characteristics of accidents based on the factors that cause the accidents were vechicle factors (46,7%) with the result of correlation analysis of ,943* significance ,016. The types of accidents were are single accidents (35,5%) with the result of correlation analysis of ,934* significance ,020. Keywords: Accident Characteristics, Correlation, Road Safety Facilities
Analisis Pengaruh Simpang Tak Bersinyal Yang Berdekatan Pada Jalan Wolter Mangonsidi – Jalan Raden Saleh Dan Jalan Wolter Mangonsidi – Jalan M. Husein Thamrin Pratama, Muhammad Vareza; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 1 (2020): Edisi Maret 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i1.1270

Abstract

Hambatan  kelancaran  lalulintas  jaringan  jalan  perkotaan  memiliki  dampak  pada  kesejahteraanumum  masyarakat.  Besarnya  arus  lalu  lintas  di  daerah  persimpangan  pada  jam  sibuk  (sore)mengakibatkan  kemacetan  panjang  dan  meningkatkan  kejenuhan  pada  pengguna  lalu  lintas.Sehingga  diperlukan  analisis  lalulintas  antara  persimpangan  untuk  mengetahui  kinerjapersimpangan  tersebut.Penelitian  ini  menggunakan  metode  Manual  Kapasitas  Jalan  Indonesiauntuk  mengevaluasi  dan  menganalisis  kinerja  persimpangan.  Lokasi  penelitian  ini  adalahpersimpangan  Jl. Wolter Monginsidi – Jl. M. Husni Thamrin dan Jl. Wolter Monginsidi – Jl.Raden  Saleh,  Bandar  Lampung  karena  persimpangan  tersebut  menunjukan  kemacetan  danpotensi/resiko  penurunan  tingkat  layanan  jalan.  Hasil  yang  didapatkan  pada  persimpangan  Jl.WolterMonginsidi – Jl. M. Husni Thamrin memiliki nilai kapasitas (C) 2363 smp/jam dan perilakulalu lintas derajat kejenuhan (DS) 0,8834, tundaan simpang (D) 15,08 det/smp dan peluang antrian(QP) 31,23-53,10% dan persimpangan Jl. Wolter Monginsidi – Jl. Raden Saleh memiliki C = 2484smp/jam,  DS  =  0,8151,  D  =  13,55  det/smp  dan  QP  =  26,76-53,10%.  Tinggat  pelayanan  dipersimpangan Jl. Wolter Monginsidi – Jl. M. Husni Thamrindan Jl. Wolter Monginsidi – Jl. RadenSaleh pada hari – hari sibuk dikategorikan pada tingkat E. Kata kunci : Volume kendaraan, Kecepatan rata rata dan Waktu paling sibuk
Analisis Percepatan Durasi Proyek Dengan Menggunakan Metode Crashing Pramana, I Dewa Made Agung; Siregar, Amril Ma'ruf; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 2 (2020): Edisi Juni 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i2.1354

Abstract

There are possible problems arise during construction of project that can cause delays. Delays can cause losses in the form of fines, overhead costs, additional salaries and rental tools and other. To overcome the problems, there are some ways to achieve project completion in due time. The purpose of this study was to analyze the acceleration of the project duration by utilizing crashing method and its impact on project cost. The object of the case study was the construction of Lampung Regional Police Headquarter. The scenario utilized was increased the number of workers by 35% and the added working hours by four hours. The results show by increasing the number of workers across eleven project activities, the project duration was crashed to 252 days or two days earlier than the scheduled time and the project cost was decrease to Rp. 23,964,647,646.00 or 0.908% lower than the scheduled cost. The results also show by adding four more working hours across ten project activities, the project duration was crashed to 253 days or one day earlier than the scheduled time and the project cost was decreased to Rp. 23,995,417,215.00 or 0.781% lower than the scheduled budget. Keywords: Project Acceleration, Crashing method, increase of the number of workers, the addition of working hours
Analisis Hubungan Antara Volume,Kecepatan Dan Kepadatan Terhadap Jalan Perkotaan Studi Kasus Jalan Zainal Abidin Pagar Alam Bandar Lampung Juliend m, Andya Firgi; Herianto, Dwi; Putra, Sasana
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 3 (2020): Edisi September 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i3.1457

Abstract

AbstrakPerkembangan transportasi yang pesat pasti selalu muncul permasalahan lalu lintas yang kompleks dalam sarana dan prasarana transportasi, terutama pada transportasi perkotaan. Tujuan dari penelitian ini untuk menganalisis karakteristik jalan dan mengetahui hubungan antara volume, kecepatan dan kepadatan pada jalan perkotaan yang ada di Bandar Lampung jalan Zainal Abidin Pagar Alam.Penelitian ini menggunakan model Greenshield sebagai metodenya. Metode ini mendapatkan hasil bahwa hubungan antara kecepatan dan kepadatan bersifat linier sehinggadapat melihat bagaimana pola hubungan antara kecepatan, kepadatan dan volume.Hasil dari penelitian ini didapat volume arus lalu lintas puncak terjadi pada pagi dan sore hari sebesar 15528,75 smp/jam arah menuju unila dan 1313,06 smp/jam menuju kedaton pada pagi hari. Kecepatan lalu lintas tertinggi terjadi pada pagi dan sore hari sebesar 22,25 km/jam menuju arah unila dan 28,29 km/jam menuju arah kedaton dan kepadatan lalu lintas tertinggi terjadi pada pagi dan sore hari yaitu sebesar 617,09 smp/km menuju arah kedaton dan 752,91 smp/km menuju arah unila pada pagi hari. Kata kunci:Greenshield;JalanPerkotaan;Hubungan Volume 
Stabilitas Campuran Aspal Berbahan Dasar Reclaimed Asphalt Pavement (RAP) Akrom, Fatra Hariz; Putra, Sasana; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 3 (2020): Edisi September 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i3.1495

Abstract

Metode penanganan kerusakan perkerasan jalan dapat dilakukan dengan prinsip greenroads, yaitu menggunakan material yang didaur ulang (recycle) yang bisa didapat dari hasil pengerukan atau pembongkaran lapis perkerasan jalan yang telah mengalami kerusakan atau RAP (Reclaimed Asphalt Pavement). Namun perlu dilakukan pengujian kembali untuk meninjau parameter marshall pada campuran aspal berbahan dasar RAP, mengingat material tersebut merupakan bahan daur ulang yang telah mengalami penurunan kekuatan. Hasil penelitian ini diperoleh nilai IKSbenda uji campuran AC-WC dengan persentase RAP 25%, 50%, 75% menggunakan KAO berturut-turut 5,8%, 5,6%, dan 5,4% sebesar 96,63%, 91,82%, dan 86, 27%. hal ini menunjukkan nilai IKS pada campuran RAP 25% dan 50% memenuhi persyaratan yang disyaratkan Bina Marga yaitu sebesar 90%, sedangkan RAP 75% tidak memenuhi standar.
Evaluasi Tata Guna Lahan Parkir Hotel Santika Bandar Lampung Gadwina, Ayura; Putra, Sasana; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 3 (2020): Edisi September 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i3.1505

Abstract

Dampak dari perkembangan kota membuat pembangunan infrastruktur penunjang pun sudah terlihat,sepertiinfrastruktursepertihoteldanjalanmenujulokasiwisatapunsudahdiperbaiki serta diperlebar. Dari pembangunan tersebut memunculkan kebutuhan terhadap sarana ruang parkir yang memadai untuk menghindari kemacetan lalu lintas. Parkir merupakan keadaan tidak bergerak suatu kendaraan yang bersifat sementara. Salah satu bentuk kebutuhan parkir yaitu yang ada di Hotel Santika Bandar Lampung. Namun karena hotel yang berdekatan dengan jalan raya sehinggaperludiketahuiapakahlahanparkiryangdisediakanmampumenampungkendaraan parkir sehingga tidak menyebabkan kemacetan lalu lintas.  TujuandaripenelitianiniadalahuntukmenghitungkecukupanruangparkirpadaHotelSantika Bandar Lampung.  Hasil dari penelitian ini yaitu jumlah ruang parkir yang disediakan pihak Hotel Santika Bandar Lampung masih mengalami kekurangan, yaitu dari yang diperlukan sebanyak 54 SRP sedangkan yangtersediahanya18SRP.Keterbatasanlahandidugamenjadipenyebab kekuranganlahan parkir untuk kebutuhan ruang parkir di Hotel Santika Bandar Lampung.
Pengaruh Hambatan Samping Terhadap Kapasitas Jalan (Studi Kasus Jalan Imam Bonjol dan Jalan R.A Kartini Bandar Lampung Destriana, Revina; Karami, Muhammad; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1568

Abstract

 The existence of roads is a tool to serve the movement of activities in urban areas. The problems that occur on the Jl. Imam Bonjol and Jl. RA Kartini is the number of vehicles that carry out activities in and out on the left and right of the road, the slow flow of vehicles, pedestrians, and the number of people who make buying and selling transactions on the right and left sides of the road which causes congestion and queues of vehicles that result in the road section is not functioning properly, namely as the main road in the city of Bandar Lampung. For this reason, it is necessary to analyze the effect of side barriers on the capacity of these roads.The purpose of this study is to identify the effect of side barriers on road capacity, the volume of vehicles on Imam Bonjol and RA Kartini roads and the difference in travel time required on the Imam Bonjol and RA Kartini roads in the morning and evening. To achieve a goal, the target is What is done is expected to be able to help the proper handling of road performance improvement and to determine the magnitude of the influence of side friction factors on the capacity of roads that occur in urban areas, especially Imam Bonjol and RA Kartini roads. And the method used in this study usesGuidelines for Indonesia's Road Capacity (PKJI) 2014.The output obtained from the research is the very high effect of side friction (ST) on the Imam Bonjol and RA Kartini roads resulting in a decrease in capacity, namely the Imam Bonjol road has decreased capacity by 27.73% and the RA Kartini section has decreased capacity. amounted to 26.27%. From the results of the survey conducted, it was found that the volume of heavy traffic affected the value of the capacity on the roads of Imam Bonjol and RA Kartini along 200 meters respectively.It was found that the effect of very high side friction (ST) resulted in an increase in travel time, namely on roads. Imam Bonjol the travel time needed is 3 minutes 10 seconds (3.78 km / hour) and on the RA Kartini road section it is 57 seconds (12.63 km / hour).Keywords : Side Obstacles, Traffic jam, time and capacity.    
Study of The Access Performance of Airport Toll Road on Trans Sumatera Toll Road Bakauheni – Terbanggi Besar (Case Study: Intersection of Natar Toll Road) Rahmadini, Mustika; Purba, Aleksander; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 8 No. 4 (2020): Edisi Desember 2020
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v8i4.1611

Abstract

The construction of the Trans Sumatra Toll Road provides convenience for the public. The distance from the Natar Toll Gate to the intersection of the Lintas Sumatera Road, which is 2,5 km will interfere with toll performance at the peak of holidays if it is not properly regulated. Therefore, it is necessary to do reaserch to determine the performance of toll roads at the Exit of Natar Toll, to know the performance of roads outside the city on Jalan Branti Raya and to find out the performance of signalized intersections at the Natar Toll Exit Intersection. This reaserch use the 2014 Indonesian Road Capacity Guidelines (PKJI) method. The results show that the performance of the toll road at the Natar Toll Exit was still adequate with degree of saturation with direction 1 is 0,09 and direction 2 is 0,13. The performance of roads outside the city on Jalan Branti Raya  was still adequate with degree of saturation with direction 1 is 0,47 and direction 2 is 0,43. The performance of the signalized intersection at the Natar Toll Exit Intersection is almost saturated with the degree of saturation the south approach is 0.67; the east approach is 0.08 and the north approach is 0.82. The queue for the south approach is 30 meters; the east approach is 2 meters and the north approach is 84 meters. The average delay of the intersection is 25 seconds /skr. To improve the performance of the Natar Toll Exit Intersection, it is necessary to rearrange the green time at this intersection.
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'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