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All Journal Jurnal Teknik Sipil Teknika: Engineering and Sains Journal Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri
Hary Moetriono
Universitas 17 Agustus 1945 Surabaya
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation

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Optimasi Waktu Sandar Kapal Untuk Meningkatkan Kinerja Pelayanan Di Terminal Jamrud Pelabuhan Tanjung Perak Surabaya Amilia Lalita Ivana; Hary Moetriono
MoDuluS: Media Komunikasi Dunia Ilmu Sipil Vol 3, No 1 (2021)
Publisher : Universitas Veteran Bangun Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32585/modulus.v3i1.1801

Abstract

Transportasi laut merupakan sarana penting diberbagai bidang, antara lain adalah bidang ekonomi, sosial, keamanan, dan lain-lain. Prasarana paling penting dalam keberlangsungan transportasi laut adalah pelabuhan. Terminal Jamrud Pelabuhan Tanjung Perak merupakan terminal barang yang melayani domestik dan internasional. Dalam menjaga pelayanan pelabuhan agar berjalan tetap optimal, maka perlu menghindari waktu tunggu kapal. Penelitian ini bertujuan untuk membuat strategi optimasi waktu sandar kapal dengan mengoptimalkan pelayanan pengangkutan. Penelitian ini dilakukan dengan mengumpulkan dan mengevaluasi data bongkar muat selama 6 tahun terakhir (tahun 2011 sampai 2017). Analisa pelayanan di terminal Jamrud pelabuhan Tanjung Perak dilakukan dengan menggunakan metode pemrograman linier dan model metode model antrian. Hasil output yang utama adalah optimasi waktu sandar kapal. Hasil hasil analisis deskriptif kuantitatif dengan tujuan untuk meminimalkan waktu sandar kapal mendapatkan solusi yaitu dengan penambahan 50% NOT (Not Operation Time), 75% NOT (Not Operation Time), dan 100% NOT (Not Operation Time) pada ET (Efektif Time), maka efektivitas untuk semua jenis muatan di semua dermaga di Terminal Jamrud sesuai dengan SOP yaitu 70%. Dan juga dengan penambahan 50% IT (Idle Time) dan 50% NOT (Not Operation Time) pada ET (Efektif Time), penambahan 75% IT (Idle Time) dan 75% NOT (Not Operation Time) pada ET (Efektif Time) dan penambahan 100% IT (Idle Time) dan 100% NOT (Not Operation Time) pada ET (Efektif Time) efektivitas sudah sesuai dengan SOP yaitu 70%
ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN MALL LAGOON AVENUE SUNGKONO TERHADAP KINERJA SIMPANG DI JALAN MAYJEND SUNGKONO - HR MUHAMMAD SURABAYA Sri Awiyaningsih; Hary Moetriono; Sri Wiwoho Mudjanarko
Teknika: Engineering and Sains Journal Vol 2, No 2 (2018): Desember 2018
Publisher : Universitas Maarif Hasyim Latif

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51804/tesj.v2i2.236.131-134

Abstract

Kota Surabaya sebagai ibu kota provinsi Jawa Timur adalah kota dengan potensi yang cukup besar dilihat dari sistem transportasinya dan dalam pembangunan bangunan – bangunan yang memberikan nilai lebih terhadap berbagai peluang bisnis dan investasi. Pembangunan gedung perkantoran, apartemen dan mall di Kota Surabaya memacu tingkat perubahan intensitas lalu lintas. Mall merupakan salah satu bangunan yang perkembangannya sangat baik di Kota Surabaya. Pembangunan Mall terbaru yang sedang berjalan salah satunya adalah Mall Lagoon Avenue Sungkono yang terletak di Jl KH Abdul Wahab Siamin yang lokasinya berdekatan dengan persimpangan Jl Mayjend Sungkono – HR Muhammad, karena lokasi mall yang cukup strategis tentunya akan berdampak pada kondisi tarikan dan bangkitan lalu lintas di sekitar lokasi pembangunan mall. Maka dari itu perlu diadakannya analisa dampak lalu lintas di persimpangan Jl Mayjend Sungkono – HR Muhammad akibat pembangunan Mall Lagoon Avenue Sungkono Surabaya. Pembangunan Mall Lagoon Avenue Sungkono akan berdampak pada ruas jalan dan persimpangan yang ada disekitar lokasi, penulis menggunakan metode regresi linear dalam melakukan analisis yang diawali dengan pengumpulan data primer yaitu survey lapangan, geometric, arus lalu lintas, volume masuk dan keluar kendaraan pada maal pembanding dan data sekunder serta volume bangkitan akibat pembangunan Mall Lagoon Avenue Sungkono. Dari hasil analisa data didapatkan jumlah bangkitan kendaraan Mall Lagoon Avenue Sungkono Surabaya adalah 104 kend/jam untuk MP dan 150 kend/jam untuk SM. Dan jumlah derajat kejenuhan terbesar terdapat pada jam puncak sore Jl Mayjend Sungkono – HR Muhammad sebesar 0,71.
DESIGN OF AN OVERLAY ON THE BAURENO HIGHWAY SECTION, BOJONEGORO REGENCY STA 89+700-91+700, USING THE MANUAL DESIGN METHOD FOR ROAD PAVEMENT 2017 (BINA MARGA) Mohamad Syarief Fateh Hidayatulloh; Hary Moetriono
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.60932

Abstract

Roads as part of the National transportasion system have an important role, especially in supporting the economic, social and cultural, as well as environmental fields and developed through a regional development approach in order to achieve balance and equity in inter-regional development, form and strengthen national development (Law No. 38 of 2004 concering road).Bojonegoro Regency is one of the developing regencies in East Java, the acceleration of infrastructure development carried out by the Bojonegoro Regency Government is a form of effort to make the area more synergistic in order to achieve progress. Highway Baureno is a highway that uses flexible pavement and is one of the national roads that is passed by both motorcycles and heavy transport cars to go to the city of Lamongan. If from Bojonegoro, the density of vehicles on Jalan Raya Baureno causes road transportation problems caused by private vehicles.and heavy vehicles that have an impact on road conditions that are easily damaged, namely many cracked, potholed and bumpy roads. By looking at these conditions, it is necessary to plan an additional layer (Overlay) so as to expedite traffic and overcome existing problems.
ANALISIS KINERJA SIMPANG BERSINYAL: Studi Kasus: Persimpangan Jl. Raya Nginden – Jl. Raya Prapen – Jl. Panjang Jiwo - Jl. Jagir Wonokromo Syahril Wahyu Saifuddin; Hary Moetriono
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.105

Abstract

It is the capital of East Java Province. Surabaya is the second largest city in Indonesia after Jakarta. Based on data from the Surabaya City Statistics Center in 2020, the population of Surabaya City is 2,904,751 people. Congestion is one of the problems that occur in cities including the city of Surabaya, the occurrence of congestion due to the accumulation of vehicle volume at certain hours so that it accumulates vehicles which causes a halt in traffic flow at a highway intersection. One of them is the intersection of Jalan Raya Nginden - Jalan Raya Prapen - Jalan Panjang Jiwo - Jalan Jagir Wonokromo.The method used in this study is the Indonesian Road Capacity Manual method in 1997 (MKJI 1997). The author conducted a traffic survey by calculating the number of vehicles passing for 3 days, namely Tuesday, Wednesday and Thursday during rush hour, namely in the morning at 06.00 – 09.00 WIB, during the day 11.00 – 14.00 WIB and in the afternoon 15.00 – 18.00 WIB. The calculation is carried out per 15 minutes. And itcan be calculated the amount of traffic volume, the capacity of intersections and the magnitude of the degree of saturation, The results showed that the maximum traffic volume at the existing condition of the intersection of Jalan Raya Nginden - Jalan Raya Prapen - Jalan Panjang Jiwo - Jalan Jagir Wonokromo occurred on Wednesday at 15.00 – 18.00 WIB. Jalan Raya Nginden amounted to 1610 smp / hour, Jalan Raya Prapen 1761 smp / hour, Jalan Panjang Jiwo amounted to 1540 smp / hour, Jalan Jagir Wonokromo amounted to 1680 smp / hour. The result of the degree of saturation at each intersection is 0.90
ANALISIS KINERJA SIMPANG EMPAT BERSINYAL DENGAN METODE MKJI 1997 : STUDY KASUS PERSIMPANGAN JALAN GENTENG KALI – JALAN GEMBLONGAN – JALAN PRABAN – JALAN TUNJUNGAN Muhammad Fathul Bary; Hary Moetriono
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.110

Abstract

The occurrence of congestion is due to the buildup of vehicle volume at certain hours so that the accumulation of vehicles causes a halt in the flow of traffic at a highway intersection. The existence of shops and schools around the road section greatly influences the increase in vehicle volume, especially the side obstacle factor which is quite large, such as pedestrians and parking vehicles, especially 4 wheeled vehicles. The method used in this study is the Indonesian Highway Capacity Manual Year 1997 (MKJI 1997). Researchers conducted a traffic survey of the number of vehicles passing for 3 days, namely Tuesday, Wednesday, and Thursday, it can be calculated the amount of traffic volume, intersection capacity, and the degree of saturation. From the results of the study, the highest traffic volume at the intersection of Praban Street, Gemblongan Street, Genteng Kali Street, Surabaya City occurred on Tuesday at 17.00-18.00 WIB. Jalan Praban (West) amounted to 1.712 smp/hour, Jalan Gemblongan (North) amounted to 3.216 smp/hour and Jalan Genteng Kali (East) amounted to 1.431 smp/hour. The results of the existing performance at the intersection of Praban Street, Gemblongan Street, Genteng Kali, Surabaya City with intersection type 333 occurred on Tuesday at 17.00-18.00 WIB, having an average saturation level of 0,81
Co-Authors Amilia Lalita Ivana Mohamad Syarief Fateh Hidayatulloh Muhammad Fathul Bary Muhammad Hanif Sri Awiyaningsih Sri Wiwoho Mudjanarko, Sri Wiwoho Syahril Wahyu Saifuddin