Article Per Year (5 Year)
p-Index From 2021 - 2026
2.195
P-Index
This Author published in this journals
All Journal IPTEK Journal of Proceedings Series Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Plano Madani : Jurnal Perencanaan Wilayah dan Kota Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil JTT (Jurnal Teknologi Terpadu) Jurnal Aplikasi Teknik Sipil Jurnal Manajemen Aset Infrastruktur dan Fasilitas JMTS: Jurnal Mitra Teknik Sipil Sabangka Abdimas Jurnal Pengabdian Masyarakat Sabangka
Muhammad Hadid, Muhammad
Institut Teknologi Kalimantan
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Engineering Environmental Science Industrial & Manufacturing Engineering Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Social Sciences Transportation Other

Published : 18 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 18 Documents
Search

 1   2 
SIMULASI ANTRIAN KENDARAAN PADA U-TURN DAN DAMPAK TERHADAP KINERJA JALAN PERKOTAAN Hadid, Muhammad; Widyastuti, hera; Herijanto, Wahju
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 2 No 1 (2015): Prosiding Forum Studi Transportasi antar Perguruan Tinggi
Publisher : FSTPT Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The queue that occurs at U-turn is affecting its performance decreases of urban road performance. The maximum length of queue on Dr.Ir.H.Soekarno Street, Surabaya which is 102 meters decreases its performance. The Simulation is based on Poisson distribution using the arrival rate (λ). The time that used to turn is using formulation of cumulative frequency distribution of the time to turn. The result of the simulation was corrected by correction factor that add it to the turn time. The result of the simulation is length of the queue that is used on the analysis of road performance. The result of analysis is the maximum length of queue is 102 meter with the correction factor is 0.9 second. The capacity of weaving C is decreases from 3960 pcu/h to 3858 pcu/h and the decrease of V/C ration from 0.77 to 0.79 is caused by the length of the queue. In order to reduce the effect of queue is by expand the road width from 8 meter to 11.5 meter. In this condition, the capacity could increase from 3496 pcu/h into 5113 pcu/h and V/C ratio from 0.88 into 0.60.
Kriteria Desain Dinding Penahan Pada Tanah Campuran Apriani, Dyah Wahyu; Hadid, Muhammad
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol 24, No 2 (2019): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v24i2.1726

Abstract

Retaining wall is one of the reinforcing techniques used to control soil movement. Reinforcement with retaining walls is relatively expensive so an efficient design is needed. Unfortunately, the guidelines for planning a retaining wall are limited. Analysis of design criteria was carried out on silt clay soil taken in the area of the Karang Joang Kalimantan Institute of Technology (ITK) area based on the dimension guide given by Hardiyatmo (2010) and Nakazawa, et al (1980) for safe slope height based on the type of retaining wall. The minimum criteria for cantilever type retaining walls with a slope height of 2-3 meters is the width of the TOE (A) = B / 3 meters, the base width retaining wall (B) = minimum of 0.7 H meters, the width of the upper wall (C) = 0.2 meters and wall thickness (D) = H / 10-H / 12 meters, while for slopes with a height of 4- 5 meters the safe dimension range is TOE (A) width = A / 3, slope width (B) is designed to be a minimum of 0.9 H meters, width of the wall (C) = minimum 0.2 meters and wall thickness (D) = H / 10-H / 12 meters. Gravity retaining wall has design criteria for slopes as high as 2-3 meters of A = D / 2-D meters, B is taken to a minimum of 0.7 H meters, a minimum C value of 0.3 m and D of H / 8 - H / 6 meters for slopes with a height of 2-3 meters, meanwhile for slopes with a height of 4-5 meters, B to a minimum of 0.9 H meters, with a value of A = D / 2-D meters, the C value is designed to be a minimum of 0.3 meters and D = H / 8 - H / 6 meters.
Pengaruh Hambatan Samping terhadap Kapasitas Dasar Jalan Perkotaan Kota Balikpapan dengan Pendekatan Simulasi Mikroskopik Hadid, Muhammad; Putri, Arum Prastiyo
Jurnal Aplikasi Teknik Sipil Vol 19, No 1 (2021)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1018.656 KB) | DOI: 10.12962/j2579-891X.v19i1.8679

Abstract

The objective of this research is to show the impact of the side friction to ideal capacity on the urban road based on a microscopic simulation approach. Simulation using software PTV VISSIM. the kind of side frictions that use are parking/stop vehicle (PSV), slow vehicle (SMW), and entry/exit vehicle (EEV). Simulation divided into 2 steps are the first is to gain the basic model and the second is to gain the impact of side friction to ideal capacity. The result shows that the side friction that gives the highest impact to ideal capacity is entry/exit vehicle (EEV), especially on an undivided road. The other result shows that the combination of side friction is not give a cumulative impact on decreasing ideal capacity. That indicates that the combination side friction simulation has a proportional impact on the decreasing of ideal capacity. This research can be an alternative method to analyze the urban traffic characteristics in Indonesia.
Alternatif Aspal Modifikasi Polimer dengan Menggunakan Sampah Plastik Kemasan Makanan Hadid, Muhammad; Ubudiyah, Ana; Apriyani, Dyah Wahyu
Jurnal Manajemen Aset Infrastruktur & Fasilitas Vol 4, No 1 (2020): Jurnal Manajemen Aset Infrastruktur & Fasilitas
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j26151847.v4i1.6832

Abstract

Kondisi jalan di kota balikpapan banyak mengalami kerusakan, selain itu, ketersediaan aspal belum bisa memenuhi kebutuhan aspal karena 45% jalan di kota Balikpapan masih menggunakan kerikil dan tanah (DPU kota Balikpapan, 2015). Selain itu, Balikpapan juga mengalami masalah di aspek lingkungan yaitu sampah. Gibran (2017) berpendapat bahwa 13.51% sampah yang ada di koata Balikpapan adalah plastik. Plastik merupakan salah satu sampah yang sulit untuk di daur ulang. Sehingga, untuk menyelesaikan dua permasalahan tersebut dilakukan penelitian aspal modifikasi polimer dengan memanfaatkan sampah plastik kemasan makanan. Proses pembuatan aspal modifikasi polimer dilakukan sesuai dengan standar spesifikasi bina marga devisi 6 revisi 3, dimana proses pencampuran polimer dilakukan pada saat campuran beraspal panas dilaksanakan pada suhu 145°C- 155°C. Dari hasil penelitian yang dilakukan didapatkan variasi kadar aspal yang digunakan pada campuran adalah 5%, 5.5%, 6%, 6.5%, dan 7%. Dan didapatkan kadar aspal optimum adalah 5.3%. Dari kadar aspal optimimum dilakukan pencampuran polimer dengan variasi 0%, 1%, 2%, 3% dan 4%. Hasil pengujian menunjukkan kadar polimer optimim adalah 0.5% polimer dan maksimum 1%. Aspal modifikasi polimer memiliki nilai stabilitas yang tinggi yaitu 23.64% lebih besar jika dibandingkan dengan aspal konvensional. Selain itu, nilai rongga pada campuran 5.74% lebih besar dibandingkan aspal konvensional.
MODEL PEMILIHAN MODA ANTARA KENDARAAN PRIBADI DAN ANGKUTAN KOTA DI JALAN JENDERAL SUDIRMAN KELURAHAN KLANDASAN ILIR Roja Rofifah; Dwiana Novianti Tufail; Muhammad Hadid
Plano Madani : Jurnal Perencanaan Wilayah dan Kota Vol 8 No 2 (2019)
Publisher : Jurusan Teknik Perencanaan Wilayah dan Kota, Fakultas Sains dan Teknologi, Universitas Islam Negeri Alauddin Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24252/jpm.v8i2.9410

Abstract

Meningkatnya jumlah penduduk dan jumlah penggunaan kendaraan pribadi di Kota Balikpapan setiap tahunnya menyebabkan padatnya jumlah kendaraan yang melewati Jalan Jendral Sudirman Kelurahan Klandasan Ilir. Adapun Jalan Jenderal Sudirman di Kelurahan Klandasan Ilir dilewati jumlah kendaraan yang paling tinggi di Kota Balikpapan, sebanyak 17.938 kendaraan, dengan mayoritas modanya merupakan kendaraan pribadi. Disamping itu, terjadi penurunan jumlah armada angkutan kota pada kedua trayek yang melewati Jalan Jenderal Sudirman, trayek 5 dan 6. Melihat arahan RTRW Kota Balikpapan terhadap Kelurahan Klandasan Ilir terkait peruntukkan perumahan kepadatan tinggi, perdagangan dan jasa, serta perkantoran swasta, sehingga mampu meningkatkan mobilitas penduduk di Jalan Jenderal Sudirman dan mengakibatkan penurunan efisiensi pergerakan Jalan Jenderal Sudirman. Dengan kondisi dan permasalahan tersebut, kepemilikan dan penggunaan kendaraan pribadi yang tidak terkendali akan membawa dampak buruk bagi sistem transportasi di Jalan Jenderal Sudirman Kelurahan Klandasan Ilir. Oleh karena itu, dibutuhkan pemodelan pemilihan moda transportasi antara kendaraan pribadi dan angkutan kota. Dilakukan identifikasi faktor-faktor yang mempengaruhi pemilihan moda dengan menggunakan analisa deskriptif kuantitatif dan analisa crosstab untuk mencari korelasi antar variabel dan dilakukan analisa model pemilihan moda antara kendaraan pribadi dan angkutan kota dengan menggunakan regresi logistik binery. Adapun pelaku perjalanan di Jalan Jenderal Sudirman, mayoritas lebih memilih menggunakan sepeda motor daripada angkutan kota. Berdasarkan hasil regresi diketahui bahwa pertimbangan biaya, lama waktu perjalanan, kenyamanan dan ketersediaan fasilitas ruang tunggu penumpang sebagai faktor yang mempengaruhi pemilihan moda oleh pelaku perjalanan di sepanjang Jalan Jenderal Sudirman.
A Suggested Model to Simulate the Distance Between Signalized Intersection and U-turn on Urban Road (Study Case: Middle East Ring Road, Surabaya) Muhammad Hadid; Wahju Herijanto; Hera Widyastuti
IPTEK Journal of Proceedings Series No 6 (2017): The 3rd International Conference on Civil Engineering Research (ICCER) 2017
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (397.188 KB) | DOI: 10.12962/j23546026.y2017i6.3230

Abstract

U-turn movement possible generates queueing on U-turn system. Queueing which occurs near intersection could affects to intersection performance. The intersection performance that influenced is speed of vehicle to pass the intersection. The impact is interlock of intersection movement possibly occur. The objective of the research is to determine minimum distance of U-turn and intersection based on Poisson Process Simulation. Location of this research is U-turn on Surabaya, Indonesia with distance from the nearest intersection about 202 meters. Queueing will occur when arrival time of vehicle from intersection is above of total arrival time and service time of vehicle from U-turn. The result of simulation is total queuing cause of operational U-turn about  10 vehicles or 60 meters. The reduction distance of U-turn and Intersection is 142 meters, and it’s still fulfil the requirement of regulation about the distance between opening and intersection.
Potensi Penurunan Volume Kendaraan Pribadi dan Pendapatan dengan Penerapan Bus Rapid Transit (BRT) Kota Balikpapan Muhammad Hadid; Dwiana Novianti Tufail; Raafi Widyaputra Yulianyahya; Jaka Prasetya
Jurnal Aplikasi Teknik Sipil Vol 20, No 2 (2022)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (857.317 KB) | DOI: 10.12962/j2579-891X.v20i2.9767

Abstract

Penelitian ini bertujuan untuk mendapatkan potensi pendapatan dan penurunan lalu lintas kendaraan pribadi saat Bus Rapid Transit (BRT) beroperasi di Balikpapan. Metode yang digunakan pada penelitian ini adalah dengan menggunakan data hasil survey responden tentang kesediaan pengguna mobil pribadi dan motor untuk menggunakan BRT dengan variabel tarif dan waktu tunggu di halte atau terminal. Penurunan lalu lintas kendaraan pribadi saat BRT beroperasi didapatkan dari volume lalu lintas eksisting dikurangi dengan prosentase perpindahan moda masyarakat menggunakan BRT. Hasil menunjukan bahwa masyarkat cenderung memilih pelayanan BRT dengan waktu tunggu yang singkat dan tarif yang murah. Ini ditunjukan pada skenario dengan waktu tunggu terkecil dan tarif termurah memberikan prosentase perpindahan dan penurunan kendaraan pribadi baik mobil pribadi dan motor yang terbesar. Namun, prosentase terbesar tidak menjadikan pendapatan yang tinggi, beban subsidi yang diperlukan untuk memastikan skenario berjalan dapat mengurangi pendapatan dari operasional BRT Balikpapan.
Analisis Tarif Penggunaan Bike-Sharing Berdasarkan Ability-to-Pay dan Willingness-to-Pay di Kampus Institut Teknologi Kalimantan Muhammad Hadid
Jurnal Aplikasi Teknik Sipil Vol 20, No 2 (2022)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (953.458 KB) | DOI: 10.12962/j2579-891X.v20i2.12012

Abstract

ITK needs to provide a facility that restricts private mode that operates on campus. Bike-sharing encourages greener mobility in the campus area. This study aims to get a model of bike-sharing users, with the market being the student who lives surrounding the campus area. The method uses both conventional and electric bikes' ability-to-pay and willingness-to-pay of students toward bike-sharing. The results show that the student's highest potency of the bike-sharing user is 82%, and the lowest is 44%. The highest potency of the electric bike for bike-sharing is 81%, and the lowest potency is 31%. The result also indicates that the students tend to use bike-sharing and consider tariffs rather than payment methods for conventional and electric bikes. The ability-to-pay and willingness-to-pay indicate the students are a choice raider. The value of ability-to-pay shows it is higher than willingness-to-pay towards the bike-sharing facility.
Analisis Biaya Operasional Kapal untuk Penentuan Tarif Transportasi Sungai dan Pesisir di Kabupaten Paser, Kalimantan Timur Muhammad Hadid; Priyo Wibisono
Jurnal Aplikasi Teknik Sipil Vol 20, No 4 (2022)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (845.047 KB) | DOI: 10.12962/j2579-891X.v20i4.13250

Abstract

This study aims to obtain river and coastal transportation tariff in Paser Regency, which connects Tanah Grogot (Senaken), Muara Paser, and Tanjung Aru. Determining the tariff for river and coastal transportation is based on the Regulation of the Minister of Transportation of the Republic of Indonesia Number PM 66 of 2019. The tariff is determined based on the Operational Cost (OC) and the distance traveled by river and coastal transportation services. The ship used in this study is a wooden boat weighing 40 GT that can accommodate passengers and motorcycle/two-wheeled vehicles. The tariff determination considers the load factor of 60%. The results show that the BOK per year for river and coastal transportation is Rp. 874,495,665. The river transportation tariff for the Tanah Grogot (Senaken) – Muara Paser route for passengers and two-wheeled vehicles/motorcycles is Rp. 19,101 and Rp. 14,824, respectively. Meanwhile, the tariff for passengers and two-wheeled vehicles/motorcycles for the Senaken – Tanjung Aru route is Rp. 47,752. and Rp. 37,061, respectively. Determination of the load factor in setting tariffs depends on the potential demand that will use transportation and can consider how policy regulators can provide subsidy allocation.
Analisis Transportasi Pengangkutan Sampah Kota Samarinda (Studi Kasus: Kecamatan Samarinda Ulu) Muhammad Hadid; Dityo Eka Widodo
Jurnal Aplikasi Teknik Sipil Vol 21, No 2 (2023)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j2579-891X.v21i2.14352

Abstract

Berdasarkan data DLH Kota Samarinda tahun 2019, persentase terangkutnya sampah memiliki nilai sebesar 70,93%. Secara umum target bidang pengangkutan sampah menurut RPJMD Kota Samarinda tahun 2016-2021 sebesar 90%. Tujuan pada penelitian ini yaitu mengoptimalkan sistem pengangkutan sampah sehingga nilai persentase dalam bidang terangkutnya sampah meningkat. Dalam penelitian ini terdiri beberapa prosedur yaitu mengetahui kebutuhan transportasi pengangkutan sampah saat ini hingga 5 tahun kedepan sesuai dengan volume sampah yang dihasilkan, sistem pengangkutan dan pola pengumpulan sampah. Berdasarkan analisis didapatkan hasil pola pengumpulan berupa pola individual tidak langsung dan sistem pengangkutan yang paling sesuai yaitu berupa sistem HCS dengan kemampuan ritasi 6,05 perhari dan sistem SCS dengan kemampuan ritasi 2,45 perhari untuk waktu kerja 8 jam perhari.  Pada tahun 2022 dibutuhkan sebanyak 3 unit kendaraan dump truck dan 7 unit kendaraan armroll truck. Sedangkan pada tahun 2027 dibutuhkan sebanyak 3 unit kendaraan dump truck dan 8 unit kendaraan armroll truck kapasitas 8 m³.
Co-Authors Alviazizah, Felly Andika Ade Indra Saputra, Andika Ade Indra Bimo Aji Widyantoro Dityo Eka Widodo Dwiana Novianti Tufail Dyah Wahyu Apriani Hendrik Vicarlo Saragih Hera Widyastuti Hutapea, Rachel Edellinna Uli Jaka Prasetya Priyo Wibisono Putri, Andina Prima Putri, Arum Prastiyo Raafi Widyaputra Yulianyahya Roja Rofifah Sari, Oryza Lhara Ubudiyah, Ana Wahju Herijanto Wibisono, Priyo Yanti, Rossana Margaret Kadar