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All Journal Jurnal Transportasi Jurnal Rekayasa Jurnal Rekayasa Sipil dan Desain Prosiding Seminar Nasional Hasil Penelitian Sains, Teknik dan Aplikasi Industri Fakultas Teknik Universitas Lampung

Sasana Putra

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Author-ID : 2577810

Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Transportation Other

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DAMPAK LALULINTAS MENERUS PADA JARINGAN JALAN DI KOTA METRO Sasana Putra
Jurnal Transportasi Vol. 8 No. 2 (2008)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract Metro is one of the cities in Lampung Province, Indonesia. It is located between Eastern Lampung and Central Lampung Districs and becomes a junction of two regional highway, i.e. Central Sumatera Highway and Sumatera Eastern Coast Highway. This position produces high traffic flow on route assignment in Metro City. This study aims to observe the impact of trough on road network performance in Metro City. TRANPLAN is used to model the performance of the network and the result is be compared with the field condition. The results indicate that the potency of daily trough traffic load in Metro City is about 24,99% from the whole interzones movement. The research also indicate that there is no problem with the performance of traffic network in Metro City for time being (with error margin less than 20%). The problem of traffic jamp is predicted happens in 2013 where V/C ratio of several main roads in Metro City are more than 0,8. Trought traffic load contributes about 21% of V/C ratio of traffic network in Metro City. Keywords: trought traffic, OD matrix, route assignment, V/C ratio

PENERAPAN MANAJEMEN LALU LINTAS DI KAWASAN PUSAT KOTA BANDAR LAMPUNG Rahayu Sulistyorini; Sasana Putra
Jurnal Transportasi Vol. 18 No. 2 (2018)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract Activities in the shopping area cause attraction and generate trips. The number of vehicles entering and leaving the area affects the performance of the surrounding roads. The purpose of this study was to determine the factors that influence trip attraction and implement traffic management to reduce congestion. The results of this study show that the factors that influence the public trips attracted to the shopping area of Bandar Lampung are the number of people living in a house, the number of private vehicle ownership in each house, the completeness of the goods sold in the shopping area, and the price of goods sold. Traffic management that needs to be done is to reduce intersection conflicts and road weavings, by closing access to vehicles directly into the intersection and changing access to the shopping area. Keywords: trip generation, road performance, road weaving, traffic management Abstrak Aktivitas di kawasan perbelanjaan menimbulkan tarikan dan bangkitan pergerakan. Banyaknya kendaraan yang masuk maupun keluar kawasan mempengaruhi kinerja jalan di sekitarnya. Tujuan penelitian ini adalah untuk menentukan faktor-faktor yang berpengaruh terhadap tarikan pergerakan dan menerapkan manajemen lalu lintas untuk mengurangi kemacetan. Hasil studi ini memperlihatkan bahwa faktor-faktor yang berpengaruh terhadap tarikan perjalanan masyarakat ke kawasan perdagangan Kota Bandar Lampung adalah jumlah orang yang tinggal di suatu rumah, jumlah kepemilikan kendaraan pribadi di setiap rumah, kelengkapan barang yang dijual di kawasan perdagangan, dan harga barang yang dijual. Manajemen lalu lintas yang perlu dilakukan adalah mengurangi konflik simpang dan jalinan jalan, dengan menutup akses kendaraan masuk langsung ke simpang serta mengubah akses masuk ke kawasan perbelanjaan tersebut. Kata-kata kunci: bangkitan pergerakan, kinerja jalan, jalinan jalan, manajemen lalu lintas

Identifikasi Jenis Kerusakan Pada Perkerasan Kaku (Studi Kasus Ruas Jalan Soekarno-Hatta Bandar Lampung) Sasana Putra; I Wayan Diana; Muhammad Susanto
Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol 20, No 2 (2016): Edisi Agustus 2016
Publisher : UNIVERSITAS LAMPUNG

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Soekarno-Hatta road Bandar Lampung is a network that used the road for the distribution of goods and services (national activities). So that the movement of transportation that there are highly influenced by the condition of pavement that were on the road .Besides , pavement road conditions also impact in smoothness in traffic and the safety and comfort for road users .This research aims to understand the types of damage and value conditions on pavement stiff at soekarno-hatta roads of bandar lampung including maintenance or handling. Methods used to this assessment is pavement condition index (PCI) . Based on the research done, it is known that the rigid pavement on roads Soekarno-Hatta Bandar Lampung are in good condition even excellent with perentase namely : excellent 42,86 %; very good 50 % and good 7,14 %. But types of damage on identified in roads soekarno-hatta lampung when compared spot ( point ) consisting of 16 types of damage : corner break 9,34%; divided slab 3,86%; durability crack 2,81%; faulting 0,51%; joint seal e 10,89%; shoulder drop 1,5%; linier cracking 13,17%; patching large 3,63%; patching small 4,48%; polished aggregate 27,86%; popouts 2,46%; punchout 2,45%; scalling 4,93%; shrinkage 3,39%; spalling corner 3,39%; spalling joint 4,23%. Although in a whole road conditions soekarno-hatta bandar lampung are in good condition even perfect , but routine maintenance on roads and building appendages must be done by period of one year .Routine maintenance the way of covering maintenance the street shoulder , maintenance drainage , routine maintenance for each types of damage , maintenance building appendages roads and others .

Analisis Penyebab Kemacetan Jalan di Pusat Kota Bandar Lampung Studi Kasus Jalan Kota Raja – Jalan Raden Intan Yuntares Putri Nawang Sari; Dwi Herianto; Sasana Putra
Jurnal Rekayasa Sipil dan Desain Vol 4, No 1 (2016): Edisi Maret 2016
Publisher : Jurnal Rekayasa Sipil dan Desain

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Bandar Lampung as a city that develops in many aspects, such as social,culture and economy .Especially travel on Raden Intan street, generally the most travelling occurs in the morning andaftenoon which is there are many people do activities at the same time and it makes traffic jam.The purpose of this research are determining a point of impact of traffic jam, getting a traffic jamcase and giving solution of it. Identification of traffic cases use weaving, capacity and free flowvelocity the street that was already identified. These analysis use to show connection one of partbetwwen two movement of trafficjam that converging the compare it with planned velocity in city.The results of study show that weaving, capacity and free flow velocity compare with plannedvelocity it makes decreasing of velocity on a street that was identified. Therefore, indisciplineontraffic needs a setting of row of traffic, such as a set of street row and rules of traffic fromstakeholder in this case.Keywords: a point of impact of traffic, a case of traffic jam,weaving , Capacity, free flow velocity

Characteristic of Travel Behavior from State Civil Apparatus at Bandar Lampung Goverment Office Reski Taha; Sasana Putra; Rahayu Sulistiyorini
Jurnal Rekayasa Sipil dan Desain Vol 7, No 3 (2019): Edisi September 2019
Publisher : Jurnal Rekayasa Sipil dan Desain

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The office is a representation of the trip distribution. Travel behavior of the State Civil Apparatus (ASN) is one of the causes of transportation problems that occur. This condition is an idea to examine the activities of employees who have an influence on the productions and attraction zones that occur in Bandar Lampung Government Office.This research focuses on the characteristics and travel behavior of the State Civil Apparatus in Bandar Lampung Government Office with the existing land use. Data is collected by interview method. The analysis used is a descriptive crosstab analysis.From the results of the research, the percentage of the mode of travel used by the State Civil Apparatus is motorcycle, 59.17%; personal car 25.00%; and public transportation 15.83%. The most influential factor on the behavior of the State Civil Apparatus prefers to use personal vehicles compared to public vehicles, are time and distance traveled. The biggest production and attraction trip is in North Teluk Betung sub-district with the value of production is 48.79% and the attraction is 49.35%. Keywords: City Government Office, Mode of Travel, Trip Generation, Bandar Lampung

Analisis Kualitas Campuran Aspal Panas Menggunakan Berbagai Macam Aspal Modifikasi indah marlina ardianti; Sasana Putra; Muhammad Karami
Jurnal Rekayasa Sipil dan Desain Vol 6, No 4 (2018): Edisi Desember 2018
Publisher : Jurnal Rekayasa Sipil dan Desain

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This research analyzes the quality of hot asphalt mixture by using various modified asphalt. It is intended to know the characteristics of asphalt mixture and modified asphalt mixture as the main material to make mixture. Moreove, it is also intended to know the influence of additive materal adding in the asphalt mixture toward the score of stability and the solidity of asphalt mixture. The additional materials of modified asphalts used are Jaya Aspal Polymer modification poduced by Pertamina and Taftpack-Super. There are three variaties in adding the Taftpack-Super that are 5%, 10%, and 15% for the Optimum Asphalt Level (KAO) of the asphalt penetration is 60/70. The test of asphalt mixture done in this research uses Marshall Test with 30 minutes soaking duration. The characteristics of the observation on the asphalt mixture quality consist of the score of stability, flow, Void In The Mix (VIM), Void Filled With Asphalt (VFA), Void Mineral Aggregate (VMA), Marshall Quostient (MQ), and the solidity score of the mixture.The result of the research shows the Optimum Asphalt Level (KAO) of the Jaya Aspal Polymer modified asphalt is 5,8% while in the type of asphalt penetration 60/70 is 6,3%. The score of mixture characteristics of the penetration asphalt 60/70 will less than the asphalt mixture which has been modified by adding the additional material that is Taftpack-Super, whereas the stability score and Marshall Questiont (MQ) in the penetration asphalt 60/70 tend higher than Jaya Aspal Polymer. The haighest score of mixture stability is in the KAO asphalt mixture with the asphalt penetration 60/70 by adding Taftpack-Super10% that is 2017,864 Kg with the solidity score 2,259. The high score of stability and solidity can give the mixture the better and longer quality and service period. Keywords: Quality Analysis, Modified Asphalt, Jaya Aspal Polymer, Taftpack-Super,Optimum Asphalt Level (KAO). Penelitian ini menganalisis kualitas campuran aspal panas menggunakan berbagai aspal modifikasi. Hal ini dilakukan untuk mengetahui karakteristik campuran aspal dan campuran beraspal modifikasi sebagai bahan utama pembentuk campuran. Selain itu untuk mengetahui pengaruh penambahan bahan aditif pada campuran aspal modifikasi terhadap nilai stabilitas dan kepadatan campuran beraspal. Bahan tambahan aspal modifikasi yang digunakan yaitu jenis aspal modifikasi Jaya Aspal Polymer produksi Pertamina serta Taftpack-Super. Dilakukan tiga variasi penambahan Taftpack-Super yaitu sebesar 5%, 10% dan 15% untuk nilai Kadar Aspal Optimum (KAO) aspal penetrasi 60/70. Pengujian campuran beraspal yang dilakukan dalam penelitian ini menggunakan Marshall Test dengan lama perendaman 30 menit.Karakteristik peninjauan kualitas campuran beraspalmeliputinilai Stabilitas, Kelelehan (flow), Void In The Mix (VIM), Void Filled With Asphalt (VFA), Void Mineral Aggregate (VMA), Marshall Quostient (MQ), dan nilai Kepadatan pada campuran. Hasil penelitian yang diperoleh Kadar Aspal Optimum(KAO) untuk aspal modifikasi Jaya Aspal Polymer sebesar 5,8% sedangkan pada jenis aspal penentrasi 60/70 sebesar 6,3%. Nilai karakteristik campuran aspal penetrasi 60/70 akan jauh lebih rendah dibandingkan dengan campuran beraspal yang telah dimodifikasi dengan penambahan bahan aditif Taftpack-Super, sedangkan nilai stabilitas dan Marshall Questiont (MQ) pada campuran aspal penetrasi 60/70 cenderung lebih besa dibandingkan Jaya Aspal Polymer. Untuk nilai stabilitas campuran paling besar terdapat pada campuran aspal KAO aspal penetrasi 60/70 dengan penambahan Taftpack-Super sebesar 10% yaitu sebesar 2017,864 Kg dengan nilai kepadatan sebesar 2,259. Dengan nilai stabiltas dan kepadatan yang besar sehingga mampu meberikan campuran mutu dan masa layan yang jauh lebih baik dan tahan lama. Kata kunci : Analisis Kualitas, Aspal Modifikasi, Jaya Aspal Polymer, Taftpack-Super, Kadar Aspal Optimum (KAO)

Analisa Kebutuhan Ruang Parkir Kantor Pemerintah Kota Bandar Lampung Zsa Zsa Ratna Putri; Sasana Putra; Muhammad Karami
Jurnal Rekayasa Sipil dan Desain Vol 8, No 1 (2020): Edisi Maret 2020
Publisher : Jurnal Rekayasa Sipil dan Desain

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Berkembangnya suatu wilayah maka akan memicu pertambahan penduduk sehingga akan meningkat juga kepemilikan kendaraan yang mempengaruhi pertumbuhan kegiatan penduduknya. Hal ini terjadi disepanjang jalan Dr. Susilo yang dimana pada ruasnya terdapat gedung Kantor Pemerintah Kota Bandar Lampung yang merupakan kantor palayanan publik. Adapun hal yang menarik perhatian adalah sudah tersedianya lahan parkir namun masih tidak mampu menampung kendaraan yang berkunjung sehingga menimbulkan kepadatan lalu lintas. Tujuan dari penelitian ini adalah untuk mengetahui dan menganalisis kebutuhan ruang parkir yang terdapat di Kantor Pemerintah Kota Bandar Lampung. Hasil dari penelitian ini yaitu akumulasi maksimum kendaraan yang parkir adalah 348 kendaraan. Untuk rata-rata durasi kendaraan adalah 119 menit. Hasil untuk tingkat pergantian parkir adalah 6,3/SRP/jam. Kapasitas maksimum kendaraan yang parkir adalah 101 kend/jam. Kebutuhan ruang parkir untuk Kantor Pemerintah Kota Bandar Lampung adalah 296 SRP. Kata kunci: Parkir, Durasi Parkir, Tingkat Pergantian Parkir, Kapasitas Parkir, Kebutuhan Parkir, Kantor Pemerintah Kota Bandar Lampung.

Evaluasi Tarif Bus Rapid Transit (BRT) Bandar Lampung Rute Rajabasa-Panjang Berdasarkan Ability To Pay (ATP) evi renitasari; Sasana Putra; Rahayu Sulistyorini
Jurnal Rekayasa Sipil dan Desain Vol 7, No 1 (2019): Edisi Maret 2019
Publisher : Jurnal Rekayasa Sipil dan Desain

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AbstrakTarif merupakan salah satu faktor pemilihan moda angkutan transportasi. Pada BusRapid Transit Bandar Lampung rute layanan Rajabasa-Panjang karena faktor pengguna BRT salah satunya adalah tarif. Faktor lain penguna BRT tersebut adalah masyarakat yang beragam seperti, pelajar, mahasiswa, pegawai negeri, ibu rumah tangga, wiraswasta/wirausaha dan lain-lain. Tujuan dari penelitian ini adalah mengevaluasi tarif BRT berdasarkan ATP pengguna BRT dengan alokasi biaya untuk penggunaan BRT/bulan berbanding dengan frekuensi penggunaan BRT/bln. Hasil dari penelitian yaitu kemampuan responden BRT BandarLampungRute Rajabasa-Panjang membayar jasa untuk masyarakat umum berpendapatan yaitu sebesar Rp9.3250,00dan untuk pelajar/mahasiswa sebesar Rp5.0910,00. Hal tersebut menunjukan bahwa untuk masyarakat umum tidak keberatan atau tidak masalah dengan tarif yang ditetapkan pemerintah, namun untuk pelajar/mahasiswa kemampuan dalam membayar BRT lebih rendah, sehingga perlu adanya kebijakan atau subsidi untuk pelajar/mahasiswa. Kata kunci : ability to pay, analitycal hierarchy process, Bus Rapid Transit, willingness to pay.

Analisis Tarif Angkutan Umum Berdasarkan Biaya Operasional Kendaraan (Studi kasus Bus Trans Lampung Trayek Bandar Lampung – Bandara Raden Inten II) Ivonne Nisrina Kusuma; Rahayu Sulistyorini; Sasana Putra
Jurnal Rekayasa Sipil dan Desain Vol 7, No 1 (2019): Edisi Maret 2019
Publisher : Jurnal Rekayasa Sipil dan Desain

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Determination of tariff rates must be able to bridge the interests of passengers and operators of public transport. The Trans Lampung Bus services for people in various travel routes, one of them is from Bandar Lampung - Raden Inten Airport and vice versa. Data is obtained by carrying out load factor surveys on Trans Lampung Bus Route Bandar Lampung - Raden Inten II Airport and conducting interviews with PT. Trans Lampung. Then the data is analyzed, the results of data analysis to determine the amount of Vehicle Operating Costs (BOK).According by BOK based tariffs with the results of a survey conducted by researchers were able to obtain 11,43% of existing load factor and a tariff of Rp38.100,00/passenger. Based on the data obtained from the Trans Lampung bus on (weekday) 5th, 12th, 19th and 26th of November 2018 and on (weekend) 4th, 11th, 18th and 25th of November 2018 with a load factor of 12,58% to obtain BOK tariff is Rp34.700,00/passenger. Based on data obtained from the Trans Lampung bus on Monday (weekday), Sunday (weekend), the average load factor in one year (January - December 2018) is 14,46%, so the BOK tariff is Rp30.000,00/passenger. Based on the survey results of load factor sister Cahya Ayu Afrisca on 10 September – 3 November 2018 the load factor was obtained on Monday (weekday) and Sunday (weekend) was 21,79% so that the BOK tariff is Rp20.100,00/passenger.Keywords: tariffs, public transportation, Vehicle Operating Costs, BOK.

Analisis Hubungan Antara Volume,Kecepatan Dan Kepadatan Terhadap Jalan Perkotaan Studi Kasus Jalan Zainal Abidin Pagar Alam Bandar Lampung andya firgi juliend m; Dwi Herianto; sasana putra
Jurnal Rekayasa Sipil dan Desain Vol 8, No 3 (2020): Edisi September 2020
Publisher : Jurnal Rekayasa Sipil dan Desain

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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

Co-Authors agung prambudi Ahmad Yusuf Naufal Akhmad Dzakwan Aleksander Purba Alfina Dwi Putri Alvio Rini Andrian Setiawan andya firgi juliend m Apis Prada Ramadhan Arya Nugraha Asmaul Latifah Atreyu Alfarido Atri Ranindita Ayu Lena Lena Meilina ayura gadwina Bagus Danang Jaya Bareb Abdi Oktiano Bima Depati Pratama Bona Gultom Cahya Ayu Afrisca Caterina Niken DWSBU Chatarina Niken D.W.S.B.U Cindy Novalia Desna Anida Dwi Herianto Dwi Rizki Fatonah Eka Intan Kumala Putri Evanthe Calosa evi renitasari Fakhriyah Putri Fatra Hariz Akrom Fica Pinggungan HERDI AWAN hilda trianda walimuda I Wayan Diana indah marlina ardianti Ivonne Nisrina Kusuma Mohd. Denny Yudha Putra muhammad karami Muhammad Susanto Mulyadi Irsan Novri Yanti Purba Tanjung Priyo Pratomo Raditya Rukmananda Rahayu Sulistiyorini Rahayu Sulistyorini Rahmad Dzulhadi Rahmad Syah Putra Reski Taha Riska Mayasari Royadji Darma Shartyka Novitasari Siti Anugrah Mulya Putri Ofrial Siti rahmani Sofyan Ramadhan Tiara Triafini Noviarti Ulfa Citra Mega ulfa hidayah Vera Agustriana Noorhidana Vidya Annisah Putri Yovi Dwiana Yudha Gempa Aditya Yuntares Putri Nawang Sari Zsa Zsa Ratna Putri

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