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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) U Karst AGREGAT Jurnal Manajemen Aset Infrastruktur dan Fasilitas TELEKONTRAN: Jurnal Ilmiah Telekomunikasi, Kendali dan Elektronika Terapan Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Narotama Jurnal Teknik Sipil Jurnal Teknik Sipil Jurnal Teknik Sipil Seminar Nasional Ilmu Terapan Anggapa Jurnal penelitian jalan dan Jembatan
Muhammad Shofwan Donny Cahyono
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Widya Kartika Surabaya
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Languange, Linguistic, Communication & Media Library & Information Science Materials Science & Nanotechnology Mathematics Social Sciences Transportation

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Kajian Analisis Lalulintas Simpang Bersinyal di By Pass Krian Untuk Perencanaan Pelebaran Jalan dan Fly Over Wibisono, R. Endro; Muhtadi, Adhi; Cahyono, Donny
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2, No 1: March 2019
Publisher : Department of Civil Engineering, Dr. Soetomo University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (260.741 KB) | DOI: 10.25139/jprs.v2i1.1458

Abstract

Krian Bypass intersection is a very crowded route because of its location near Sidoarjo and Mojokerto Regencies for the economic distribution of Surabaya City. There needs to be phase regulation, road widening or fly over so that the intersection traffic volume is not getting saturated. As a benchmark is the forecasting of traffic performance carried out for 3 years from 2018 to 2021. Based on the results of forecasting, the Krian Bypass intersection will decrease its DS value by widening the road so that the green time cycle will be low and turn right impact the DS value below 1 (one). The lowest 2018 DS is 1.61, while the highest DS is 2.49. While the lowest year 2021 DS is 2.72, while the highest DS is 4.85. For the solution with the right turn phase for each intersection to the north DS = 1.02, U-RT = 0.82, S = 1.38, S-RT = 0.69, T = 1.24, T-RT = 0.78, B = 1.79, B-RT = 0.04 . The solution for forecasting the flow of Krian Bypass in 2021. The calculation results made with effective width engineering, turn right and green time can reduce the DS value (Degree of Saturation) still shows DS value> 0.75 - 1, then fly over is constructed with a scenario of 20% vehicles through existing and 80% of vehicles through fly over. Year 2021 The impact of fly over shows North DS = 0.4, South = 0.51, East = 0.56, and West = 0.45
Analisis Kinerja Simpang Tak Bersinyal di Simpang Mengkreng Untuk Perencanaan Jalan Tol Kertosono – Kediri Cahyono, Muhammad Shofwan Donny; Muhtadi, Adhi; Wibisono, R Endro
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2, No 2: September 2019
Publisher : Department of Civil Engineering, Dr. Soetomo University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (310.746 KB) | DOI: 10.25139/jprs.v2i2.1866

Abstract

The mengkreng intersection is a very congested route because its location is near Nganjuk, Kediri and Jombang Regencies for the economic distribution of the West and East Java Provinces. Traffic engineering management is needed so that the intersection is not increasingly saturated. As a benchmark, traffic performance forecasting is carried out for 3 years from 2019 to 2022. Based on forecasting results, the Mengkreng intersection will decrease its DS value by carrying out the Kertosono - Kediri toll road development plan so that the DS value is below 1 (one). In 2019 the lowest DS was 0.79, while the highest DS was 1.61. While in 2022 the lowest DS is 0.45, while the highest DS is 2.72. The solution to deal with traffic congestion in 2045 is through traffic engineering and vehicle restrictions.
Analisis Kinerja Dan Manajemen Lalu Lintas pada Bundaran ITS dan Bundaran Mulyosari Kota Surabaya Satoinong, Laif; Mardijono, Mardijono; Donny, Shofwan; Ray, Norman; Budi, Leonardus Setia
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2, No 1: March 2019
Publisher : Department of Civil Engineering, Dr. Soetomo University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (536.35 KB) | DOI: 10.25139/jprs.v2i1.1483

Abstract

The aim of this thesis is solving the problem of jamming it happen at ITS roundabout and Mulyosari. In research and management of data, and theory which use is MKJI of 1997. The solving of this thesis needed as traffic light data on existing situation. Then, there are survey data at ITC roundabout and Mulyosari roundabout on 2018.  The function of this survey is to know about the real condition performance both of Circles.  Finally, both of circles are not effective (Jamming traffic light). Forward, predictions of performance traffic light in 5 years later until 2022 from 2018, finally more not effective. In this thesis gives the solution in case should use the traffic light. Finally, the solution as counting, that both of roundabout about traffic light become effective.
Kajian Analisis Lalulintas Simpang Bersinyal di By Pass Krian Untuk Perencanaan Pelebaran Jalan dan Fly Over Wibisono, R. Endro; Muhtadi, Adhi; Cahyono, Donny
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2 No 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1458

Abstract

Krian Bypass intersection is a very crowded route because of its location near Sidoarjo and Mojokerto Regencies for the economic distribution of Surabaya City. There needs to be phase regulation, road widening or fly over so that the intersection traffic volume is not getting saturated. As a benchmark is the forecasting of traffic performance carried out for 3 years from 2018 to 2021. Based on the results of forecasting, the Krian Bypass intersection will decrease its DS value by widening the road so that the green time cycle will be low and turn right impact the DS value below 1 (one). The lowest 2018 DS is 1.61, while the highest DS is 2.49. While the lowest year 2021 DS is 2.72, while the highest DS is 4.85. For the solution with the right turn phase for each intersection to the north DS = 1.02, U-RT = 0.82, S = 1.38, S-RT = 0.69, T = 1.24, T-RT = 0.78, B = 1.79, B-RT = 0.04 . The solution for forecasting the flow of Krian Bypass in 2021. The calculation results made with effective width engineering, turn right and green time can reduce the DS value (Degree of Saturation) still shows DS value> 0.75 - 1, then fly over is constructed with a scenario of 20% vehicles through existing and 80% of vehicles through fly over. Year 2021 The impact of fly over shows North DS = 0.4, South = 0.51, East = 0.56, and West = 0.45
Analisis Kinerja Dan Manajemen Lalu Lintas pada Bundaran ITS dan Bundaran Mulyosari Kota Surabaya Satoinong, Laif; Mardijono, Mardijono; Donny, Shofwan; Ray, Norman; Budi, Leonardus Setia
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2 No 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1483

Abstract

The aim of this thesis is solving the problem of jamming it happen at ITS roundabout and Mulyosari. In research and management of data, and theory which use is MKJI of 1997. The solving of this thesis needed as traffic light data on existing situation. Then, there are survey data at ITC roundabout and Mulyosari roundabout on 2018.  The function of this survey is to know about the real condition performance both of Circles.  Finally, both of circles are not effective (Jamming traffic light). Forward, predictions of performance traffic light in 5 years later until 2022 from 2018, finally more not effective. In this thesis gives the solution in case should use the traffic light. Finally, the solution as counting, that both of roundabout about traffic light become effective.
Analisis Kinerja Simpang Tak Bersinyal di Simpang Mengkreng Untuk Perencanaan Jalan Tol Kertosono – Kediri Cahyono, Muhammad Shofwan Donny; Muhtadi, Adhi; Wibisono, R Endro
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 2 No 2: September 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i2.1866

Abstract

The mengkreng intersection is a very congested route because its location is near Nganjuk, Kediri and Jombang Regencies for the economic distribution of the West and East Java Provinces. Traffic engineering management is needed so that the intersection is not increasingly saturated. As a benchmark, traffic performance forecasting is carried out for 3 years from 2019 to 2022. Based on forecasting results, the Mengkreng intersection will decrease its DS value by carrying out the Kertosono - Kediri toll road development plan so that the DS value is below 1 (one). In 2019 the lowest DS was 0.79, while the highest DS was 1.61. While in 2022 the lowest DS is 0.45, while the highest DS is 2.72. The solution to deal with traffic congestion in 2045 is through traffic engineering and vehicle restrictions.
Evaluasi Simpangan Pada Bangunan Bertingkat Beton Bertulang berdasarkan Analisis Pushover dengan Metode ATC-40 Zebua, Dermawan; Wibowo, Leonardus Setia Budi; Cahyono, M. Shofwan Donny; Ray, Norman
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 3 No 2: September 2020
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v3i2.2475

Abstract

Indonesia is an area prone to earthquakes. Earthquakes caused by the movement of the earth's plates are the biggest cause of earthquakes that will cause damage to the building structure. Earthquakes occurring in Indonesia often cost lives. However, it is certain that the cause of the loss of life is not directly caused by the earthquake, but caused by the destruction of the building that caused the collapse in the building.The purpose of writing the research is to determine the performance criteria of the university building's seismic performance from the performance point value using the ATC-40 code, showing the melamine scheme (plastic joint distribution) occurring from the calculation of the software program, knowing the collapse pattern of the building so it can be known the joints Suffered damage and suffered destruction of pushover analysis.From the results of the study, the structure of the building is able to provide nonlinear behavior indicated by the initial phase and the majority of plastic joints occur in new beam elements and then column elements. The performance level of the structure enters the criterion of operational which means that minor structural and building damage can be reused immediately.
Evaluasi Kinerja Simpang Jl. Dr. Wahidin Sudiro Husodo – Jl. Mayjen Sungkono Terkait Pembangunan Underpass GKB Gresik Cahyono, Muhammad Shofwan Donny; Muhtadhi, Adhi; Wibisono, R. Endro
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 4 No 1: March 2021
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v4i1.3609

Abstract

The high growth rate of vehicles gives direct effect on high road traffic. The capacity of Surabaya-Gresik Highway, which is designed with 2 lanes on each lane, is no longer able to accommodate the existing traffic load. This is proven by frequent long traffic jams on Jalan dr. Wahidin S.H. Therefore it is the right time to construct the underpass.The purpose of this research was to define the peak hours, the degree of saturation, and the level of service that occurred on the road section of Dr. Wahidin S.H to the intersection of Gresik Grand Mosque due to the construction of the underpass in GKB Gresik. The method used in this study was identification of traffic character, traffic survey, and analysis of traffic performance of signalized intersections using the Indonesia Highway Capacity Manual. The results of the study were morning and afternoon peak hours. In the existing condition in 2020 the value of Saturation Degree (DS) was 0.858 > 0.75 (LOS) E. In 2026 in which it is 5-year prediction by using management of traffic engineering the value of degree saturation (DS) was 0.744 < 0.75, level of service (LOS) C. Conditions after management of traffic engineering with adjustment of traffic light time cycle at the intersection of Jl. Dr. Wahidin S.H. – Jl. Gresik – Babat – Jl. Mayjen Sungkono, widening of intersection geometry and the operation of left and right side frontage and setting of Traffic Signaling Equipment (APILL) showed a level of service (LOS) C, stable flow, but limited speed.
Kajian Analisis Lalulintas Simpang Bersinyal di By Pass Krian Untuk Perencanaan Pelebaran Jalan dan Fly Over Wibisono, R. Endro; Muhtadi, Adhi; Cahyono, Donny
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 2 No. 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1458

Abstract

Krian Bypass intersection is a very crowded route because of its location near Sidoarjo and Mojokerto Regencies for the economic distribution of Surabaya City. There needs to be phase regulation, road widening or fly over so that the intersection traffic volume is not getting saturated. As a benchmark is the forecasting of traffic performance carried out for 3 years from 2018 to 2021. Based on the results of forecasting, the Krian Bypass intersection will decrease its DS value by widening the road so that the green time cycle will be low and turn right impact the DS value below 1 (one). The lowest 2018 DS is 1.61, while the highest DS is 2.49. While the lowest year 2021 DS is 2.72, while the highest DS is 4.85. For the solution with the right turn phase for each intersection to the north DS = 1.02, U-RT = 0.82, S = 1.38, S-RT = 0.69, T = 1.24, T-RT = 0.78, B = 1.79, B-RT = 0.04 . The solution for forecasting the flow of Krian Bypass in 2021. The calculation results made with effective width engineering, turn right and green time can reduce the DS value (Degree of Saturation) still shows DS value> 0.75 - 1, then fly over is constructed with a scenario of 20% vehicles through existing and 80% of vehicles through fly over. Year 2021 The impact of fly over shows North DS = 0.4, South = 0.51, East = 0.56, and West = 0.45
Analisis Kinerja Dan Manajemen Lalu Lintas pada Bundaran ITS dan Bundaran Mulyosari Kota Surabaya Satoinong, Laif; Mardijono, Mardijono; Donny, Shofwan; Ray, Norman; Budi, Leonardus Setia
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol. 2 No. 1: March 2019
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v2i1.1483

Abstract

The aim of this thesis is solving the problem of jamming it happen at ITS roundabout and Mulyosari. In research and management of data, and theory which use is MKJI of 1997. The solving of this thesis needed as traffic light data on existing situation. Then, there are survey data at ITC roundabout and Mulyosari roundabout on 2018.  The function of this survey is to know about the real condition performance both of Circles.  Finally, both of circles are not effective (Jamming traffic light). Forward, predictions of performance traffic light in 5 years later until 2022 from 2018, finally more not effective. In this thesis gives the solution in case should use the traffic light. Finally, the solution as counting, that both of roundabout about traffic light become effective.
Co-Authors Abel Hasudungan Gultom Adhi Muhtadi Adhi Muhtadi Adhi Muhtadi Agustinus Angkoso Agustinus Angkoso Ainur Ridho Pramesta Budi, Leonardus Setia Budi, Leonardus Setia Bungaran Pahala Simarmata Chien Alexandro Tantry Christian Yusak Yosua Setlight Claudius L . B Caling Clement Kristianto Halim Clement Kristianto Halim Dermawan Zebua Diana, Nur Ayu Handri Denziger Wijaya S Jovan Sebastian Kevin Candra Darmawan Leonardus Setia Budi Wibowo Leonardus Setia Budi Wibowo Mardijono Hadiwidjaja Mardijono, Mardijono Mardijono, Mardijono Matthew Tombokan Muhtadhi, Adhi Muhtadi, Adhi Muhtadi, Adhi Norman Ray Norman Ray, Norman Panji Prayoga R. Endro Wibisono Rahayu, Yoanita Eka Reynaldo Pratama Intan Rio Dirgo Sirajaya Satoinong, Laif Satoinong, Laif Vincencius Christian Kusuma Wahyu Trifadil Paroipo Wilson Suryawan Yoanita Eka Rahayu Yoanita Eka Rahayu Yoga Alif Kurnia Utama Yonathan Bingly Yosef Sumantri Yulina Yulina Yuvensius Keni Bala Domi Nuhan