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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Jurnal Rekayasa Jurnal Rekayasa Sipil dan Desain Jurnal Momen : Teknik Sipil Suryakancana
Dwi Herianto
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Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Engineering Environmental Science Transportation Other

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Evaluasi Jumlah Armada Angkutan Kota Bandar Lampung Trayek Rajabasa-Tanjung Karang Berdasarkan Load Factor Angkutan Jannah, Faizatul; Ofrial, Siti Anugrah Mulya Putri; Karami, Muhammad; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol 11, No 4 (2023): Edisi Desember 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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Salah satu sarana transportasi yang memiliki peranan penting untuk memenuhi kebutuhan transportasi masyarakat perkotaan adalah angkutan kota. Ketersediaan angkutan harus seimbang juga dengan jumlah permintaan agar kinerja angkutan dapat berjalan dengan baik. Tujuan dari penelitian ini adalah untuk mengetahui jumlah armada yang beroperasi saat ini apakah sudah sesuai dengan faktor muatannya.Data yang dibutuhkan dalam penelitian ini antara lain : jumlah angkutan kota yang beroperasi saat ini dan jumlah penumpang yang naik/turun angkutan. Diketahui bahwa berdasarkan Keputusan Jendral Direktorat Perhubungan Darat Nomor 687 Tahun 2002 nilai ideal load factor angkutan umum adalah sebesar 70%. Penelitian dilakukan selama satu minggu pada periode sibuk pagi, siang dan sore. Penelitian dilakukan di sepanjang rute angkutan yaitu dari Terminal Rajabasa menuju Tanjung Karang. Dari penelitian diperoleh jumlah armada angkutan kota yang beroperasi saat ini ialah sebanyak 25 armada dan nilai load factor angkutan ialah sebesar 46%. Itu artinya perlu dilakukan pengurangan jumlah armada agar kinerja angkutan dapat berjalan dengan baik.Kata kunci : angkutan kota, kinerja, transportasi.
Karakteristik Arus Lalu Lintas Pada Jalan 2/2 Tidak Terbagi Sari, Yulianti Dewi Manda; Putra, Sasana; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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The conditions of volume, speed, and density are influenced by the interaction of the driver and the vehicle with the road and the environment. One of the way to understand traffic behavior is by describing it in mathematical and graphical form.Through analysis of the relationship between volume, speed, and density can be known information about the current traffic flow conditions. The Greenshield model is used to represent the mathematical relationship between volume, speed, and density. The purpose of the study to analyze the characteristic relationship on 2/2 roads with an undivided type. Based on the results of calculating the mean speed, the service level of this road is type E. The mean speed in the morning is 28.78 km/hour towards Teluk and 25.44 km/hour towards Tanjung Karang. It concluded that the mean speeds of vehicles at this research location are not according to the Regulation of the Minister of the Republic of Indonesia Number 96 of 2015, where for secondary arterial roads with a service level of at least C, namely 60 km/hour.Based on the analysis of the relationship between traffic characteristics using the Greenshield model obtained (r2) = 0,276.
Pemanfaatan Material Pasir Sebagai Bahan Pengganti Fraksi Agregat Halus Untuk Lapis Pondasi Agregat Kelas A Santoso, Muhammad Bagus; Putra, Sasana; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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The base course material uses mountain stone which is broken up with a stone crusher so that it has a high quality which makes it expensive. In this research we need an alternative material to replace fine aggregate that meets the specification requirements. One of the more affordable resources is sand aggregate. The purpose of this study was to determine the density and comparison of the California Bearing Ratio (CBR) value of the base course using sand as a substitute for fine aggregate. The method used in this research is laboratory scale testing to obtain data on aggregate characteristics, optimum moisture content, and CBR values. The base course aggregate mixture used was 55% coarse aggregate and 45% fine aggregate consisting of a mixture of fine crushed stone and 0%, 10%, and 20% sand substitution. The results showed that the KAO value decreased with the addition of sand aggregate. Laboratory CBR values increased with 0% sand substitution having a CBR value of 99.2%, 10% sand substitution having a CBR value of 90.6%, and 20% sand substitution having a CBR value of 84.1%. Only the laboratory CBR value with sand substitution of 20% does not meet the specifications for base A aggregate, namely a minimum value of 90%.
Pengaruh Penambah Ekstraksi Bubuk Lindi Hitam Terhadap Limbah Aspal Bekas Pakai Talitha, Yolanda Septiani; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 12, No 1 (2024): Edisi Maret 2024
Publisher : Jurnal Rekayasa Sipil dan Desain

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Jalan yang sering dilalui kendaraan berat, mengakibatkan penuaan aspal yang dapat menurunkan kualitas aspal tersebut. Inovasi yang dilakukan, yaitu memanfaatkan limbah aspal yang termodifikasi dengan ekstraksi bubuk lindi hitam atau lignin. Penelitian ini untuk mengetahui karakteristik pengikat aspal bekas pakai dengan tambahan lignin dengan kadar 0%, 3%, dan 6%. Pengujian reologi aspal meliputi berat jenis, penetrasi, daktilitas, titik lembek, viskositas.Penelitian ini menunjukkan bahwa aspal bersifat sangat kaku dan membutuhkan suhu yang sangat tinggi untuk mencair. Hasilnya terbukti dari titik lembek tertinggi (78,5°C pada kadar lignin 6%), penetrasi terdalam (9,33 mm pada kadar lignin 0%), daktilitas terpendek (4,15 cm pada kadar lignin 6%), nilai viskositas yang mendekati spesifikasi bina marga (3592,205 cSt pada lignin 3%), Kesimpulannya, bahan zat aditif lignin mampu membuat aspal semakin kaku dan keras dan tidak baik untuk bahan peremajaan aspal.
Model Matematis Lalu Llintas Pada Ruas Jalan 4/2 UD Jalan Diponegoro Yoga Kartiwi, Diana Williani; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 3 (2023): Edisi September 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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Abstract

Jalan Diponegoro is an undivided 4-lane 2-way road that connects the urban center with residential areas in Bandar Lampung City. The traffic jam that occurs on Jalan Diponegoro when the traffic light is red often causes queues of vehicles, especially during peak hours. The purpose of this study is to determine the pattern of mathematical relationships between speed (S), current (V), and density (D) made using the Greenshiled Model. Based on the EKR headway ratio, the results obtained from the calculation of the Greenshields Model for morning observations Sff = 24.61 km/hour; Dj = 32.16 SKR/km; VM = 197.70 SKR/hour; BC = 12.31 km/hour; and DM = 16.08 SKR/km. Whereas in the afternoon observation, the value of Sff = 29.45 km/hour, Dj = 47.50 SKR/km, VM = 349.74 SKR/hour, SM = 14.72 km/hour, and DM = 23.75 SKR/ km. Keywords : Volume, Speed, Density, Model Greenshield.
Analisis Biaya Kerugian pada Kemacetan Akibat Perlintasan Kereta Api Ditinjau dari Konsumsi Bahan Bakar Minyak Di Kota Bandar Lampung (Studi Kasus : Jalan H. Komarudin) Laksono, Bambang Tri; Sulistyorini, Rahayu; Ofrial, Siti Anughrah Mulya Putri; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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This study aims to determine the value of the loss of fuel consumption in traffic jams due to railroad crossings on Haji Komarudin Street. Some of the data needed to calculate the value of the loss include: traffic volumes, time and vehicle mileage per liter of fuel, traffic jam time, vehicle travel time, annual car sales data and the price of each type of fuel per liter. The results of this study are greatly influenced by the volume of vehicles, traffic jam time and fuel price.For the direction  of Haji Komarudin Street – K.A.Haq Street,  obtained  the value of the loss on the motorcycle of Rp396.254.902 per year, gasoline-powered light vehicles of Rp404.825.040 per year, diesel-fueled light vehicle of Rp27.253.571 per year, heavy vehicle of Rp3.886.377 per year. As for directions K.A.Haq Street – Haji Komarudin Street  losses on motorcycles amounted to Rp256.301.247 per year,   gasoline-powered light vehicles of Rp284.150.353 per year,   diesel- fueled light vehicle of Rp19.151.351 per year and heavy vehicle of Rp2.037.824 per year. Key words: Haji Komarudin Street, loss cost,  fuel consumption, congestion.
Analisis Tebal Perkerasan Jalan Provinsi Berdasarkan Manual Desain Perkerasan (MDP) 2017 Nugraha, Aditya; Sulistyorini, Rahayu; Ofrial, Siti Anughrah Mulya Putri; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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Highways are one of the main infrastructures that are very important to sustain the activities of an area, so a well-designed pavement with precise thickness is needed to maintain the long-term safety and comfort of user during traffic. This study aims to determine the type and thickness of the road pavement structure used on provincial roads based on the 2017 Manual Pavement Design (MDP). The research was held on Jendral Sudirman street intersection Kalirejo district market to the end of the intersection of main market pringsewu on Makam KH. Ghalib street with a road length of 16,392 km. The planned lifespan using the 2017 Manual Pavement Design (MDP) is 20 years with a traffic growth rate factor of   3,5%   and the Cumulative Equivalent Single Axle (CESA) value is   4.062.772,21. This research can be used as material for consideration in the construction and reconstruction of roads in Lampung province.
Karakteristik Campuran Aspal Porus Dengan Menggunakan Material Dari Lampung Suryatama, Noval; Putra, Sasana; herianto, dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 2 (2023): Edisi Juni 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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Porous asphalt is one of the asphalt mixtures being developed for wearing course construction. This layer uses open graded which is dominated by coarse aggregate, resulting in quite large voids. The material used in this study came from Lampung. The purpose of this study was to determine the characteristics of porous asphalt mixtures using materials from Lampung. The results of the aggregate testing show that aggregates originating from Lampung are able to meet the general specifications of Bina Marga in 2018. This study shows that the highest stability is found at 5.5% asphalt content with a stability value of 552.52 kg and the lowest stability at 6.5 asphalt content % with a stability value of 459.22 kg. The lowest flow value is found at 5% asphalt content, which is 5 mm, while the highest flow value is found at 6.5% asphalt content, which is 6.2 mm. The highest VIM was found at 4.5% asphalt content which was 21.77%, while the lowest VIM value was found at 6.5% asphalt content which was 14.07%. The highest cantabro loss value was found at 4.5% asphalt content, which was 39.11%, while the lowest cantabro loss value was found at 6.5% asphalt content, which was 13.91%. The lowest asphalt flow down value is found at 4.5% asphalt content, which is 0.16%, while the highest AFD value is found at 6.5% asphalt content, which is 1.30%. Based on the test specimens for the optimum asphalt content, the permeability coefficient value was 0.075 cm/second.
Durabilitas Campuran Porous Asphalt Dengan Limbah Plastik Polietilena Tereftalat (PET) Sebagai Bahan Tambah Pada Aspal Harahap, Ananda Wirawan Tritama; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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Porous asphalt is an asphalt mixture that has a high pore space, therefore it is necessary to use asphalt modification which is expected to increase the stability of porous asphalt, so that porous asphalt is expected to have better performance. Plastic waste can open up opportunities to be used in the field of highway construction because it is easy to obtain and the price is more economical as a porous asphalt mixture. Referring to this, a research was carried out on the durability of porous asphalt mixtures with polyethylene terephthalate (PET) plastic waste as an additive to asphalt. The purpose of this study was to determine the effect of using PET plastic waste on the durability of porous asphalt mixtures. The method used is a laboratory scale experimental method based on 3 types of testing, namely marshall, cantabro loss and asphalt flow down. The gradation in this study used the Australian Asphalt Pavement Association (AAPA) 2004 open graded. The test results showed successively the immersion effect of porous asphalt with the addition of 0%, 5% and 7.5% PET plastic resulted in a decrease in the IDP value (Index Durability First) of 1.25%, 0.89% and 0.83% , and also a decrease in the value of IDK (Second Durability Index) based on the value of loss of strength of 44.12%, 33.31% and 30.52%. This shows that porous asphalt mixed with PET plastic has better durability than without PET.
ANALISIS KINERJA DERMAGA EXECUTIVE PELABUHAN PENYEBERANGAN BAKAUHENI Farhan, Muhammad; Herianto, Dwi; Mulya Putri Ofrial, Siti Anugrah; Sulistyorini, Rahayu
JURNAL MOMEN TEKNIK SIPIL SURYAKANCANA Vol 6, No 2 (2023): JURNAL MOMEN VOL.06 NO.2. 2023
Publisher : Prodi Teknik Sipil Fakultas Teknik Universitas Suryakancana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35194/momen.v6i02.3358

Abstract

Dermaga Executive Pelabuhan Bakauheni merupakan pelabuhan umum yang melayani penyeberangan antara pulau, yang menjadi pilihan utama pengguna jasa penyeberangan dari pulau Sumatera ke pulau Jawa. sehingga sangat berpengaruh apabila terjadi masalah penundaan di pelabuhan tersebut. Kendala yang sering terjadi pada saat hari raya yaitu terjadinya penumpukan kendaraan yang menyebabkan antrian panjang, sedangkan pada hari biasa kinerja di pelabuhan berjalan dengan optimal. Pada penelitian ini indikator kendaraan yang digunakan yaitu kendaraan roda empat karena objek tersebut mengambil banyak kapasitas di kapal yang mempengaruhi bagaimana kinerja pelabuhan berjalan. Pengambilan data primer didapatkan dari survey lapangan yang meliputi data waktu bongkar muat kendaraan dan waktu singgah kapal di Dermaga Executive, dan data sekunder didapat dari PT. ASDP Indonesia Ferry (Persero). Dari hasil analisis yang telah dilakukan nilai rata-rata Berth Occupancy Ratio (BOR) dari tahun 2019-2021 sebesar 75,23% dimana berdasarkan UNCTAD untuk nilai BOR >70% sebuah Pelabuhan harus mempunyai 6-10 dermaga, di Pelabuhan Bakauheni sudah mempunyai 7 dermaga oleh karena itu tidak diperlukan penambahan dermaga. Maka solusi terbaik yang dapat dilakukan pihak terkait dalam menangani penumpukan kendaraan yaitu dengan mengalihfungsikan dermaga konvensional menjadi dermaga executive.Kata Kunci:Pelabuhan, Dermaga Executive, Berth Occupancy Ratio
Co-Authors Alekasnder Purba Aleksander Purba Alexsander Purba Alfina Dwi Putri Alfrido Hutagalung ALl-fathoni, Alexander Damira Amril Ma'ruf Siregar andya firgi juliend m Antonius Situmorang Apis Prada Ramadhan Arengga Vinata Arif, Muhammad Isfan Arya Nugraha Asmaul Latifah ayura gadwina Bima Depati Pratama Dalius, Miftahul Fauzan Deni Purwadi Dinda Oktarina Harahap Elfrida Ratnawati Fatra Hariz Akrom Fauzi, Laka Ardhillah Febrian Andrey Wirawan Frans Hasiholan Tanjung Hamzah, Budi Harahap, Ananda Wirawan Tritama hilda trianda walimuda I Dewa Made Agung Pramana I Wayan Diana Idharmahadi Adha indralam, febriansyah Janatilla, Annisa Wansya Jannah, Faizatul Junaedi, Tas'an karami, muhammad Laedo Gustiaji Laksono, Bambang Tri M. Abi Berkah Nadi Maulana Rendri Yuda Megalensi Kholbuniah Muhammad Agung Setia Darma Muhammad Al Havis Muhammad Farhan muhammad vareza pratama Mulya Putri Ofrial, Siti Anugrah Mustika Rahmadini naufal habibi Naura Salsabila Novendra, Muhammad Rafly Ofrial, Siti Anughrah Mulya Putri Ofrial, Siti Anugrah M. P. Ofrial, Siti Anugrah Mulya Putri Oldebes Temy Giantara Pratama, Rachmatia Agung Priangga, Musabiq Ahkmadi Priyo Pratomo Putra, Fanky Arya Putri Ajeng Prameswari Putri Ofrial, Siti Anugrah Putri Ofrial, Siti Anugrah Mulya Raditya Eros Witantra Hutapea Rahayu Sulistiyorini Rahayu Sulistyorini Rahayu Sulistyorini Rahmad Dzulhadi Randy Syaputra reni sari Riani, Nurul Okta Rindri Mutohir Ririk, Alis Riyan Heriadi rizca sutra ayu Royadji Darma Santoso, Muhammad Bagus Sari, Yulianti Dewi Manda Sarkis Enda Raya S Sasana Putra Sasana Putra, Sasana Silmi, Safinah Siti Anugrah Mulya Putri Ofrial Siti Mulya Sulistiyorini, Rahayu Suryatama, Noval Syukur Sebayang TALITHA, YOLANDA SEPTIANI Triafini Noviarti Yoga Kartiwi, Diana Williani Yoga Tryas Pratama Yogi Alexander Yohanes Martono Hadi Yuntares Putri Nawang Sari Zillie, Muhammad Febry