Garuda - Garba Rujukan Digital

p-Index From 2019 - 2024

3.592

P-Index

This Author published in this journals

All Journal Teras Jurnal The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Vocatech : Vocational Education and Technology Journal Aceh International Journal of Science and Technology Jurnal Teknik Sipil Journal of The Civil Engineering Student

Ruhdi Faisal

Jurusan Teknik Sipil, Fakultas Teknik USK

Author-ID : 263043

Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Electrical & Electronics Engineering Engineering Environmental Science Mechanical Engineering Transportation

Published : 19 Documents Claim Missing Document

Claim Missing Document

Articles

1 2

Pengaruh sepeda motor terhadap kapasitas bagian jalinan pada perencanaan bundaran di Simpang Tujuh Ulee Kareng Sugiarto Sugiarto; Ruhdi Faisal; Mohammad Reyhan
TERAS JURNAL Vol 8, No 2 (2018): Vol 8 No 2 September 2018
Publisher : UNIVERSITAS MALIKUSSALEH

Kapasitas jalinan sangat berperan penting untuk perencanaan bundaran lalu lintas terutama pada lalu lintas campuran dengan komposisi lalu lintas didominasi kendaraan roda dua (sepeda motor). Simpang Tujuh Ulee Kareng merupakan simpang tak bersinyal dengan kondisi lalu lintas campuran dengan proporsi roda dua sangat tinggi. Maka, penelitian ini bertujuan untuk meninjau pengaruh proporsi roda dua terhadap kapasitas bagian jalinan. Metode analisis digunakan simulasi lalu lintas dengan menggunakan simulator VISSIM 6.00-22. Lokasi penelitian dipilih Simpang Tujuh Ulee Kareng dimana berdasarkan Rencana Tata Bangunan dan Lingkungan (RTBL) Kawasan Simpang Tujuh Ulee Kareng yang direncanakan oleh pemerintah Kota Banda Aceh dengan konstruksi Bundaran. Hasil penelitian dengan menggunakan simulator lalu lintas VISSIM 6.00-22 kapasitas bagian jalinan hanya mengalami perubahan kecil pada skenario komposisi roda dua 40% - 90%. Penurunan kapasitas bagian jalinan terjadi saat komposisi roda dua/motorcycle (MC) pada skenario 10% - 30% yang diakibatkan meningkatnya komposisi kendaraan ringan/light vehicle (LV) sehingga membuat banyaknya ruang antara (gap) kendaraan yang kosong. Panjang antrian dan tundaan yang terjadi semakin rendah saat komposisi roda dua (MC) pada skenario 40% - 90%. Dari hasil simulasi dapat dilihat bahwa roda dua (MC) memberikan keleluasaan pada ruang jalan sehingga arus menjadi lebih lancar. Seiring meningkatnya komposisi kendaraan ringan (LV) atau roda empat mengakibatkan ruang jalan menjadi lebih sempit. Kendaraan yang berada di jalinan cukup sulit untuk bergerak sehingga kecepatan menurun yang berdampak pada antrian kendaraan yang panjang dan menyebabkan menurunnya kapasitas bagian jalinan Bundaran.

STUDI REKAYASA LALU LINTAS PADA SIMPANG TUJUH ULEE KARENG DENGAN MERENCANAKAN BUNDARAN (ROUNDABOUT) Ruhdi Faisal
TERAS JURNAL Vol 9, No 1 (2019): Volume 9, Nomor 1, Maret 2019
Publisher : UNIVERSITAS MALIKUSSALEH

Simpang Tujuh Ulee Kareng merupakan persimpangan dengan jumlah pertemuan ruas jalan yang paling banyak di Kota Banda Aceh tanpa adanya pengaturan lalu lintas, sehingga mengakibatkan terjadi tundaan dan kemacetan. Tujuan dari penelitian ini adalah untuk membuat sebuah rekayasa lalu lintas dari simpang tak bersinyal menjadi persimpangan dengan bundaran. Data volume lalu lintas diambil dengan bantuan kamera video dan data kecepatan diambil dengan alat bantu speed gun. Data yang dikumpulkan adalah data geometrik jalan, volume lalu lintas dan kecepatan setempat. Data awal yang digunakan untuk adalah volume jam puncak (VJP) dari volume yang diamati dan kemudian disimulasikan ke software VISSIM 6.00-22 dengan tipe bundaran R10-22. Kapasitas terbesar di ruas jalinan yaitu 6629 kend/jam. Arus bagian jalinan terbesar di ruas jalinan AB yaitu 3184 kend/jam. Tundaan terbesar di ruas jalinan AB yaitu 2,30 detik/kendaraan. Untuk Derajat Kejenuhan (DS) didapat dari perbandingan arus bagian jalinan dengan kapasitas. DS terbesar di ruas jalinan AB yaitu 0,50 dan Peluang Antrian terbesar dari pembacaan grafik MKJI adalah 6%-13,5%.

PERBANDINGAN METODE BINA MARGA DAN METODE PCI (PAVEMENT CONDITION INDEX) DALAM MENGEVALUASI KONDISI KERUSAKAN JALAN (STUDI KASUS JALAN TENGKU CHIK BA KURMA, ACEH) Ruhdi Faisal
TERAS JURNAL Vol 10, No 1 (2020): Volume 10 Nomor 1
Publisher : UNIVERSITAS MALIKUSSALEH

Penentuan kondisi permukaan jalan merupakan salah satu tahapan dalam mengatasi permasalah jalan, baik untuk jalan yang telah mencapai umur rencana maupun jalan yang rusak. Metode yang umum digunakan di Indonesia untuk menilai kerusakan jalan adalah metode Bina Marga dan metode PCI (Pavement Condition Index). Penelitian ini bertujuan untuk membandingkan nilai kondisi ruas Jalan Tengku Chik Ba Kurma berdasarkan kedua metode tersebut. Data primer pada penelitian ini beru survey kerusakan jalan dan data lalu lintas. Data lalu lintas hanya dipergunakan pada metode Bina Marga. Berdasarkan pengukuran dilapangan jalan ini memiliki panjang 3,2 km dan lebar 5 meter. Menurut status ruas Jalan Tengku Chik Ba Kurma merupakan jalan kolektor dengan tipe jalan 2/2 UD serta mempunyai kelas jalan IIIC. Urutan prioritas penanganan jalan dengan metode Bina Marga didasarkan pada rentang nilai 0 sampai lebih besar dari 7, sedangkan metode PCI merangking kondisi perkerasan jalan dai nilai 0% sampai 100%. Metode Bina Marga memiliki 3 penangan, yiatu peningkatan jalan, pemeliharaan berkala dan pemeliharaan rutin. Berdasarkan hasil penilai dengan Metode Bina Marga dapat diketahui penangan yang cocok untuk jalan tersebut adalah pemiliharaan berkala. Metode PCI menunjukkan bahwa Jalan Tengku Chik Ba Kurma memiliki nilai 42,75% termasuk pada tingkatan (fair).

KINERJA PELAYANAN JALUR PEDESTRIAN DI PASAR ACEH MENGGUNAKAN METODE CUSTOMER SERVICE INDEX (CSI) Cut Mutiawati; Fitrika Mita Suryani; Muhammad Isya; Ruhdi Faisal
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 4 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i4.24825

The pedestrians’ sidewalk is part of the transportation infrastructure in the city that has a role and function in providing service and convenience to the citizen. One of the cities that actively build pedestrian sidewalks is Banda Aceh. There were some problems in the sidewalk; the up and down sidewalk, slippery surface, high ramp, and many other obstacles. Thus, this research aimed to measure the pedestrians' satisfaction in three streets in Pasar Aceh, namely Chik Pante Kulu street, K.H. Dahlan street, and Diponegoro street, by using the Customer Satisfaction Index (CSI). The analysis result indicated that most pedestrians’ sidewalk facilities need to prioritize their performance improvement. It was concluded from the sidewalk performance in the three streets evaluation. The dominant average value is "poor" and "moderate." Based on the gap value, The five variables in Tgk. Chik Pante Kulu Street and the three variables in K.H. Dahlan Street were positive. However, it did not describe that the pedestrians’ sidewalk was good because the respondents considered the variable less important. Thus, the value of importance in the variable is lower than its performance value. The performance of the pedestrians’ sidewalks in the variable was "poor" and "moderate" (it did not include in the "good" category). The average index value of Customer Satisfaction was 60% on the three pedestrians’ sidewalks, indicating that Customer Satisfaction was low and improvement was necessary for the future.

KAJIAN KONDISI EKSISTING FASILITAS JALUR PEDESTRIAN (STUDI KASUS JALAN SRI RATU SAFIATUDDIN BANDA ACEH) Ruhdi Faisal; Lulusi Lulusi; Teuku Riwanda Fitri
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 4 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i4.24722

Sri Ratu Safiatuddin Street is one of the central areas of trade and culinary tourism in the city of Banda Aceh. The activities on this road vary, causing overcrowding and disruption to the performance of public facilities, including the pedestrian paths. The dysfunctional and dilapidated pedestrian path facilities cause pedestrians unable to fully utilize these facilities. Ideally, the existence of good and acceptable pedestrian path facilities can protect pedestrians from danger when concurrently using the street with other modes of transportation. Based on the above problems, this study aims to examine the conditions of the existing pedestrian path facilities on Sri Ratu Safiatuddin Street in order to meet the standards set by the Ministry of PUPR in the Guidelines for Technical Planning of Pedestrian Facilities Number 02/ SE/M/2018, divided into three aspects, namely safety, health, and environment. The data analysis method used is a quantitative method with quantitative descriptive analysis tools, which is to compare the standard criteria of technical planning guidelines for pedestrian facilities with the real conditions. The peak time for volume of pedestrians the highest was 105 pedestrians/15 minutes, the highest volume of pedestrians was 66 pedestrians/hour and the highest volume of two-way traffic was 1787 vehicles/hour. For the value of PV² = 1,5 x 108, P = 61,25 (pedestrians/hour), V = 1607 (vehicles/hour) and an average speed of 40 km/hour, a crossing recommendation is obtained in the form of a zebra crossing. The results obtained were the condition of the existing pedestrian lane facilities on Jalan Sri Ratu Safiatuddin, which showed a value of 44,02% of the facilities that had met the standard.

PERANCANGAN GEOMETRIK JALAN ANTAR KOTA MENGGUNAKAN AUTOCAD CIVIL 3D STUDENT VERSION (STUDI KASUS JALAN MANDEH PROVINSI SUMATERA BARAT) Ruhdi Faisal; Lulusi Lulusi; Sectioly Sanra
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 3 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i3.24182

The roadway geometric designing must consider as optimal as possible time spent in designing and building a road. This study aims to determine the results of road geometric design using manual calculation methods and calculations by using AutoCAD Civil 3D Student Version 2016 with a case study of St. Mandeh STA 30 + 000 - STA 37 + 000. The design scope consists of horizontal alignment design, superelevation, and vertical alignment. The method used by reference standard of AASHTO 2011, and for criteria design used by Bina Marga 1997 standard. The results of the horizontal alignment design, obtained 6 SCS curves, 3 FC curves, and 5 SS curves. The manual calculation results are the same as the results of AutoCAD Civil 3D calculations for FC curves and SCS curves. For the SS curve, the result difference is 0.2 m. AutoCAD Civil 3D only calculates the superelevation of FC curve and SCS curve, then the calculation of SS curve have done by manual design. In the vertical alignment design there were 4 crest vertical curves and 3 sag vertical curves with a slope of 0.02% - 5.23% approprite the maximum slope requirement of 11%. The length of crest and sag vertical curve Lv approprite the K value requirement for stopping visibility and preceding visibility

Analisis Kinerja Angkutan Kota dalam Provinsi di Provinsi Aceh Berdasarkan Pendekatan Load Factor Ruhdi Faisal; Cut Mutiawati; Alfi Salmannur
VOCATECH: Vocational Education and Technology Journal Vol 1, No 2 (2020): April
Publisher : Akademi Komunitas Negeri Aceh Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38038/vocatech.v1i2.20

Abstract AKDP movement has been declining lately based on an interview survey conducted on AKDP operators that it can be seen that the number of people using L-300 cars is on average above 5 passengers and the average does not meet the available passenger seats of 11 to 16 seats . The current condition shows that people tend to use private transportation / cars compared to public transportation. Judging from the condition of the AKPD in Aceh today many people use private vehicles to make movements. The purpose of this study was to determine the performance of AKDP transport in Aceh Province using the load factor approach. The method used is the Directorate General of Land Transportation method in 2002 and refers to the Decree of Dirjendat No. 274, 1996. Data collection was carried out by means of a static survey using the interview method. From the calculation results it can be seen that the load factor of the regular operating AKDP is 64.55%. This reflects that the level of service is still in good condition ie on regular routes totaling 44 routes, while the total number of routes is 321 which operates irregularly. By not operating 277 routes on a regular basis it can be seen that people tend to use private vehicles when traveling. Keywords: AKDP; Public Transport Performance; Minibus; Load Factor __________________________ Abstrak Pergerakan AKDP Akhir-akhir ini semakin menurun berdasarkan survei wawancara yang telah dilakukan terhadap operator AKDP bahwa dapat diketahui jumlah yang menggunakan mobil L-300 rata-rata di atas 5 penumpang dan rata-rata tidak memenuhi kursi penumpang yang tersedia yaitu 11 sampai dengan 16 seat. Kondisi saat ini, menunjukkan masyarakat cenderung menggunakan angkutan pribadi/ mobil dibandingkan dengan angkutan umum. Dilihat dari kondisi AKPD di Aceh saat ini banyak masyarakat menggunakan kendaraan pribadi dalam melakukan pergerakan. Tujuan penelitian ini adalah ingin mengetahui kinerja angkutan AKDP di Provinsi Aceh dengan pendekatan load factor. Metode yang digunakan adalah metode Ditjen Perhubungan Darat tahun 2002 dan mengacu pada SK Dirjendat No. 274, 1996. Pengambilan data dilakukan dengan cara survei statis dengan metode wawancara. Dari hasil perhitungan dapat diketahui nilai load factor AKDP yang beroperasi reguler adalah 64,55 %. Ini mencerminkan bahwa tingkat pelayanan masih dalam keadaan baik, yaitu pada trayek reguler yang berjumlah 44 trayek, sedangkan jumlah trayek seluruhnya adalah 321 yang beroperasi tidak reguler. Dengan tidak beroperasinya 277 trayek secara reguler dapat diketahui bahwa masyarakat cenderung menggunakan kendaraan pribadi dalam berpergian. Kata Kunci: AKDP; Kinerja Angkutan Umum; Mini Bus; Load Factor __________________________

Measuring Passenger Car Unit (PCU) at Four Legged Roundabout using Time Occupancy Data Collected from Drone Sugiarto Sugiarto; Fadhlullah Apriandy; Ruhdi Faisal; Sofyan M. Saleh
Aceh International Journal of Science and Technology Vol 7, No 2 (2018): August 2018
Publisher : Graduate Program of Syiah Kuala University

This study aims to measure the values of passenger car unit (PCU) at a four-legged roundabout based on the time occupancy data in complex traffic operation. Within mixed traffic, the PCUs are needed as a equivalency factor to convert various type of vehicles to a standard unit. The unit of PCU was used to determine capacity and level of service of specific the traffic condition. The composition of vehicles going through the intersection, mostly varies and each type of vehicles tends to have diverse effects on capacity and level of services. Consequently, a conversion factor from various vehicles to a standard vehicle is required. The data of this study was collected using a drone at the investigated roundabout at one of the major roundabouts in Aceh Besar, Aceh province, Indonesia. The method used was the vehicle's time occupancy, in which calculated from the average time required by each vehicle to pass through the roundabout area. The results show that the PCU values obtained is 0.16 for motorcycle, 0.59 for rickshaw, 1.07 for pickup, 1.91 for a medium vehicle, and 3.76 for the heavy vehicle. These results should be utilized for converting various type of vehicles into PCUs to estimate capacity and level of services, especially at the roundabout trafict. This results may be suitable to revise the Indonesian Traffic Code, named Indonesian Highway Capacity Manual 1997, and useful for ongoing national-level efforts to upgrade the Indonesian Highway Capacity Manual.

ANALISIS KEKUATAN KOLOM BETON BERTULANG YANG DIPERKUAT DENGAN METODE CONCRETE JACKETING Aulia Rahman; Samsunan Samsunan; Meidia Refiyanni; Ruhdi Faisal; Nina Shaskia; Singgih Prabowo Soksen
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 6, No 1 (2023): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v6i1.31164

The December 2004 earthquake and tsunami in Aceh still have an impact on buildings. The Korem 012/TU Mess Building Ujong Karang Meulaboh, Aceh Province is one of the buildings affected. Structural strengthening is required by comparing the strength of the existing building with the strength of the planned building. The structural strengthening method used in this research is the concrete jacketing construction method. This study aims to evaluate and compare how much the column capacity, internal force and floor deviation before and after the column is reinforced with the concrete jacketing method. There were several loads assigned to the structure, i.e., dead, live, wind, and earthquake loads. As for the analysis, the load combinations were considered. The research method used is the graphical and tabular analysis method analyzed using SAP2000 Version 22 software by making 2 existing models and plans, the reinforcement system is carried out on the 1st floor columns totaling 14 columns. This research resulted in the maximum moment, maximum shear force, and maximum axial force before and after the columns were reinforced with a percentage increase of 31%, 23%, 35% respectively. The maximum deviation between floors in the "Y" direction that occurred in the columns before reinforcement was 9.686 mm. From the analysis, it can be seen that the column capacity after strengthening with jacketing method is 3257.30 kN compared to 1299.54 kN before strengthening, so there is a difference of 1957.76 kN increase in column capacity.

ANALISIS TARIF BUS TRANS KOETARADJA KORIDOR 2B (PUSAT KOTA-PELABUHAN ULEE LHEUE) BERDASARKAN KELAYAKAN FINANSIAL DAN BIAYA OPERASIONAL KENDARAAN Ruhdi Faisal; Sofyan M. Saleh; M. Isya; Cut Mutiawati; Fadhlullah Apriandy; Tera Ferdana
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.30788

Bus Trans Koetaradja resmi beroperasi sejak 02 Mei 2016, sejak saat itu Bus ini merupakan satu-satunya transportasi umum yang gratis sehingga diminati oleh berbagai kalangan masyarakat, khususnya masyarakat di Provinsi Aceh. Sejak bus ini beroperasi hingga saat ini Pemerintah Aceh di bawah Dinas Perhubungan Provinsi Aceh belum menetapkan tarif kepada masyarakat penumpang bus Trans Koetaradja. Untuk itu perlu dikaji seberapa besar tarif yang layak untuk bus Trans Koetaradja bisa beroperasi dengan menggunakan pendekatan Biaya Operasional Kendaraan (BOK). Penelitian ini hanya mengkaji pada Koridor Pusat Kota menuju Ulee Lheue atau disebut juga Koridor 2B. Trayek yang dilalui Bus adalah Sepanjang 6,26 km, Adapun Bus yang beroperasi pada saat jam kerja atau anak sekolah adalah 8 Bus (Senin-Sabtu), Sedangkan pada saat hari minggu jumlah bus yang beroperasi hanya 2 bus. Biaya operasional yang diperlukan pada koridor 2B adalah sebesar 1,9 Miliar pertahun diluar dari biaya pergantian ban dan biaya pajak kendaraan. Hasil dari pengambilan data primer dapat diketahui load factor rata-rata jumlah penumpang Bus adalah 33%. Dengan menggunakan Peraturan Kemen Perhubungan KM.89 Tahun 2002 dapat diketahui tarif Bus adalah sebesar Rp 3.600,- per penumpang dengan asumsi tarif plat (biaya tetap jarak jauh ataupun dekat). Hasil analisis kelayakan pendekatan Finansial dapat diketahui sekitar 15 tahun bus melayani masyarakat dapat dikatakan layak dengan nilai discount rate 10,6%.

Co-Authors affirnando selian Aprilia Syara Aulia Rahman Cut Mutiawati Cut Mutiawati Cut Mutiawati Fadhlullah Apriandy Fadhlullah Apriandy Farhan Afnan Fitrika Mita Suryani Fitrika Mita Suryani Izzi Al - Muzakkir Juliana Fisaini Lulusi Lulusi M. Isya M. Isya M. Isya Meidia Refiyanni Mohammad Reyhan Muhammad Hafiez Muhammad Haikal Muhammad Irza Muhammad Isya Nina Shaskia Noer Fadhly Salmannur, Alfi Samsunan Samsunan Sectioly Sanra Singgih Prabowo Soksen Sofyan M. Saleh Sofyan M. Saleh Sofyan M. Saleh Sofyan M. Saleh Sugiarto Sugiarto Sugiarto Sugiarto Sugiarto Sugiarto Sugiarto Sugiarto Taslimul Haq Tera Ferdana Teuku Riwanda Fitri Yusria Darma

Title

Found 19 Documents
Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title Search

Found 19 Documents Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 19 Documents
Search