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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Warta Ardhia : Jurnal Perhubungan Udara Prosiding Seminar Nasional Sains dan Teknologi Terapan Borneo Engineering : Jurnal Teknik Sipil Jurnal Abdimas Indonesia : Jurnal Abdimas Indonesia Jurnal Teknologi dan Manajemen Jurnal Teknik Sipil
El Hafizah, Nafilah
Jurusan Teknik Sipil, Institut Teknologi Adhi Tama Surabaya, Surabaya
Religion Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Languange, Linguistic, Communication & Media Library & Information Science Transportation Other

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Journal : Jurnal Teknik Sipil

 1 
Analisa Dampak Lalu Lintas Pada Ruas Jalan Tambak Wedi Surabaya Akibat Rencana Pembangunan Cable Car/ Gondola Kurnia Hadi Putra; Pradimas Nur Cahyo; Mutiara Firdausi; Nafilah El Hafizah
Jurnal Teknik Sipil Vol 3, No 1 (2022)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2022.v3i1.3028

Abstract

The plan to develop a cable car/gondola on Tambak Wedi Road in Surabaya has triggered trip generationand attractions, which can eventually decrease the performance of this road. Therefore, an analysis of the road performance due to the development of the cable car/gondola is necessary to minimize the impact of its performance and to provide solutions to traffic problems when the analysis indicates bad results. This research employed the method of the Manual Kapasitas Jalan Indonesia (MKJI 1997), or Indonesian Highway Capacity manual, and other related regulations. The analysis of road performance began with a traffic survey and was followed by predicting trip generation and attraction. After analyzing the existing conditions of road performance, the researcher analyzed the traffic predictions during construction and operation as well as proposed recommendations for alternative management to overcome the traffic impacts caused by the planned development. The research results demonstrated that the existing condition on Tambak Wedi Road obtained the highest result in the morning by V/C Ratio 0.16 and LOS A, whereas during the construction, the highest result occurred in the morning by V/C Ratio 0.2 and LOS A. Finally, during the operation, the highest result also occurred in the morning by V/C Ratio of 0.57 and LOS A.
Evaluasi Kinerja Operasional Kereta Komuter Surabaya - Bangil theresia mca; Nafilah El Hafizah; Kurnia Hadi Putra; Flora Mustikaning Ratu
Jurnal Teknik Sipil Vol 3, No 1 (2022)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2022.v3i1.3027

Abstract

KAI DAOP VIII Ltd operates the commuter train for Surabaya-Bangil route to overcome the needs of people that use train to work. This train is expected to reduce the congestion in Surabaya since there are also citizen outside the city that use it for work. Thus, the performance of train operation must be evaluated such as; travel, stopping, and delay time, convenience of sitting and standing sites, and loading factor. Field survey data were collected and processed by hypothetical test 1- Sample t test. The travel time for Surabaya-Bangil was changed from 66 to 63 minutes based on the schedule while the viceversa route changed from 66 to 55 minutes. The stopping time for Surabaya-Bangil was changed from 43 to 47 minutes based on the schedule while the viceversa route changed from 43 to 50 minutes. The delay time for Surabaya-Bangil had 6 minutes and departure 4 minutes, while for Bangil-Surabaya had the arrival 7 minutes and departure 9 minutes. Those results were under the process of acceptance after the hypothetical test 1-Sample t test is done. The convenience of seat gained 0.3 m2/space in the normal condition and 0.167-0.169 m2/space during COVID-19. Meanwhile, the convenience of standing site obtained 0.25-0.29 m2/space. The loading factor got 36% for Surabaya-Bangil and 29% for Bangil-Surabaya. These results categorized as ineligible for loading factor 70% since this survey was conducted during COVID-19 pandemic.
Analisis Struktur Dermaga Pupuk NPK di Tersus PT. Pupuk Kalimantan Timur untuk Kapal BULK Carrier dengan Kapasitas 10.000 DWT Cahya Buana; Fuddoly Fuddoly; M. Dwi Nugroho; Kurnia Hadi Putra; Nafilah El Hafizah; Ratih Sekartadji
Jurnal Teknik Sipil Vol 1, No 1 (2020)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (391.407 KB) | DOI: 10.31284/j.jts.2020.v1i1.934

Abstract

Adanya rencana pengembangan fasilitas di tersus PT. Pupuk Kaltim yaitu dengan membangun dermaga khusus pupuk NPK. Pengembangan ini diharapkan dapat membantu proses distribusi pupuk NPK dengan efektif, efisien, dan cepat. Dermaga yang direncanakan adalah dermaga jenis quadrant shiploader untuk kapasitas kapal 10.000 DWT. Perencanaan dermaga ini telah diwujudkan dalam bentuk rencana pengembangan dermaga. Namun untuk mewujudkan pembangunan tersebut diperlukan detail engineering desain yang meliputi sistem fender dan boulder, perencanaan trestle, pivot, loading platform, mooring dolphin, breasting dolphin, catwalk, pemancangan, dan detail penulangan. Selain detail engineering desain, perlu ditinjau juga terhadap kedalaman air pada alur masuk tersus PT. Pupuk Kaltim. Untuk pengerjaan pembetonan pada tugas akhir ini direncanakan menggunakan beton konvensional atau cor in situ, namun dalam metode pelaksanaannya, pihak kontraktor dapat mengupayakan menggunakan sistem pracetak namun tetap mengacu pada desain yang telah direncanakan pada tugas akhir ini. Perencanaan dermaga tidak hanya mencakup perencanaan fasilitas laut serta perencanaan struktur dermaga saja. Selain itu perlu juga direncanakan terkait metode pelaksanaan pembangunan dana dalam perencanaan dermaga juga harus ditinjau terkait rencana anggaran biaya dari dermaga tersebut. Dari hasil analisis perhitungan didapatkan kebutuhan dermaga dengan dimensi trestle sebesar 4 x 50 m2, pivot 8 x 14 m2, loading platform 3 x 82 m2, mooring dolphin 3,8 x 3,8 m2, breasting dolphin sebesar 4,8 x 4,8 m2.
Analisis Karakteristik Parkir, Drop Off dan Pick Up Area Berdasarkan Demand Bandara Juanda Surabaya Nafilah El Hafizah; Mutiara Firdausi
Jurnal Teknik Sipil Vol 1, No 2 (2020)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (548.21 KB) | DOI: 10.31284/j.jts.2020.v1i2.1411

Abstract

Juanda Airport as one of airports in Indonesia has served domestic and international flight. Airports are usually located in outlying areas accessible via direct access freeways or transit lines rather than at the center of metropolitan areas restricted by local grid networks, so their market area can be measured. The modes used at Juanda airport are dominated by private vehicles and cab. And it caused a lot of queue in the drop zone area at the peak hour and also needed some additional parking area which has overloaded in capacity. Information on the use of transportation modes is very important to know. This needs sould important in order to maximize the need for facilities related to the use of access modes to the airport. The method used is to identify the use of vehicles that access the airport, evaluate the performance of parking lots, evaluate of pick up and drop off area, evaluate the number of queues at the drop off and pick up area and when if mass transportation is held to provide access modes to the airport. The result shows that private vehicles dominate as vehicles accessing the airport by 87,78% and public vehicles by 12,23%. Peak hours of vehicles arrival at 9 AM. The analysis of the use of the drop off area a queue of vehicles by 87,57% and demand in the parking lots of 60,37%. From the proposal of using mass transportation to reduce queue in the drop zone area by 12,42% and reduction in parking lots demand by 39,62%.
Co-Authors Bima Bhisana Putra Cahya Buana Dita Kamarul Fitriyah Eka Susanti Ervina Ahyudanari Erwin Hidayat Erwin Hidayat, Erwin Firdausi, Mutiara Flora Mustikaning Ratu Fuddoly Fuddoly Istiono, Heri Joudri Rudi Sairlela Karmini Karmini Kurnia Hadi Putra Kurnia Hadi Putra M. Dwi Nugroho Niki Dimas Syah Putro Dewo Pradimas Nur Cahyo Sairlela, Joudri Rudi Sekartadji, Ratih Shofi Izha Mahendra Theresia MCA Theresia MCA Utami, Gati Sri