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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

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

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 Kebutuhan Ruang Parkir di Pasar Larangan Sidoarjo Fahrul, Muammar; Muhtadi, Adhi; Sutowijoyo, Hendro
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 3, No 1 (2021)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v3n1.p9-19

Pasar merupakan salah satu sentra kegiatan masyarakat di kawasan perkotaan. Seiring tumbuhnya jumlah kendaraan pribadi dan kegiatan perdagangan yang semakin tinggi maka masalah parkir di kawasan pasar akhirnya muncul.Â Permasalahan dalam penelitian ini adalah evaluasi kebutuhan ruang parkir di Pasar Larangan Sidoarjo. Evaluasi ini sangat penting dilakukan mengingat banyaknya kendaraan (sepeda motor dan mobil penumpang) yang menggunakan bahu Jl. Sunandar Priyo Sudarmo untuk kegiatan parkir selama berbelanja di Pasar Larangan Sidoarjo. Tujuan penelitian ini adalah menentukan kebutuhan tambahan ruang parkir di Pasar Larangan Sidoarjo. Metode yang digunakan dalam penelitian ini adalah melakukan perhitungan dan menganalisis karakteristik parkir yakni volume parkir, akumulasi parkir, durasi parkir, kapasitas parkir, serta tingkat pergantian (turn over). Hasil penelitian didapatkan bahwa kebutuhan ruang parkir yang harus disediakan untuk parkir kendaraan sepeda motor adalah 597 SRP (Satuan Ruang Parkir) dan untuk mobil 216 SRP. Maka diperlukan ruang parkir tambahan yakni 117 SRP untuk sepeda motor dan 136 SRP untuk mobil penumpang.

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

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 â€“ 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

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.

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

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 â€“ 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

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.

Traffic Performance Analysis and Road Safety Facilities in Bojonegoro District 2021-2026 (Case Study: S. Panglima Sudirman – S. Teuku Umar) M. Sendy Saputra; Adhi Muhtadi
Journal of World Conference (JWC) Vol. 4 No. 1 (2022): Januari 2022
Publisher : NAROTAMA UNIVERSITY, Indonesia

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

Bojonegoro is one of the regencies in East Java with a population of 1 million more. This makes Bojonegoro Regency as a center of trade, business, and education in east Java, therefore many people who make some of its areas into crowded centers by accident, one of which is what happened to Jl. Teuku Umar- Jl. Panglima Sudirman (Treaffic). Based on these conditions, studies need to be conducted in the analysis of traffic performance and road accident facilities in the next 5 years precisely in 2026. The methods used are surveys of morning, afternoon, afternoon rush hours conducted 3 days, namely 2 normal days and 1 holiday (Tuesday, Wednesday and Saturday), geometric data analysis using the 1997 MKJI method and Road Safety Facilities using Road Equipment Planning (Ministry of PUPR Human Resources Development Agency). In this study, traffic flow in Jl. Panglima Sudirman in 2026 amounted to 1224.99 smp / hour, LOS B. While the traffic flow on Jl. Teuku Umar in 2026 amounted to 1518.04 smp / hour, LOS B. The results of the calculation of traffic in 2026 had a traffic flow of 679.05 smp / h, LOS C, and traffic flow delays of 77.70 det / smp. From the results of calculations that have been done and existing observations with the acquisition of LOS C at the intersection, it is necessary to widen the road by 2 meters, for the proposed road safety facilities in 2026 there needs to be the addition of signs, signs, and APILL at a certain point.

Analisis Kinerja Bundaran di Bundaran Nganjuk untuk Perencanaan Jalan Tol Kertosono – Kediri R Endro Wibisono; Muhammad Shofwan Donny Cahyono; Adhi Muhtadi
AGREGAT Vol 5, No 1 (2020)
Publisher : Universitas Muhammadiyah Surabaya

AbstractThe Adipura Nganjuk Roundabout is a pathway that often gets stuck due to being crossed by a railroad crossing. The location is close to Nganjuk Regency, Kediri Regency and Jombang Regency which are distribution points for the western and southern regions in East Java Province. Need to do a management in traffic engineering which includes the construction of toll roads from Nganjuk to Kediri, this roundabout does not get saturated. The purpose of this study is as a benchmark Traffic forecast forecasting is carried out for 6 years from 2019 to 2025. The research method uses a roundabout analysis using a manual Indonesian road capacity. Based on the results of forecasting calculations, the Adipura Nganjuk roundabout will be able to reduce the value of the degree of saturation by building the Kertosono-Kediri toll road to a DS value below 1 (one). In 2019 the DS is 0.77. While in 2021 DS decreased to 0.44 through the construction of the Kertosono-Kediri toll road. In 2025 DS increased again to 0.59, in 2030 DS = 0.84, and in 2035 again increased to 1.19 as vehicle growth. The solution is to count the number of vehicles and work on further traffic.Keywords: Traffic Performance, Degree of Saturation, Roundabout Intersection, Toll PlanningAbstrakBundaran Adipura Nganjuk adalah jalur yang sering terjadi macet karena berdekatan dengan perlintasan kereta api. Lokasinya berada dekat Kabupaten Nganjuk, Kabupaten Kediri dan Kabupaten Jombang adalah tempat distribusi perekonomian untuk wilayah barat dan selatan di Provinsi jawa Timur. Perlu dilakukan suatu manajemen dalam rekayasa lalu lintas berupa pembangunan jalan tol dari Nganjuk ke Kediri supaya bundaran tersebut tidak semakin jenuh. Tujuan penelitian ini adalah sebagai tolok ukur Peramalan kinerja lalu lintas dilakukan selama 6 tahun dari tahun 2019 hingga tahun 2025. Metode penelitian menggunakan analisis simpang bundaran menggunakan manual kapasitas jalan Indonesia. Berdasarkan hasil perhitungan peramalan, bundaran Adipura Nganjuk akan dapat menurunkan nilai derajat kejenuhan dengan membangun jalan tol Kertosono-Kediri menjadi nilai DS dibawah 1 (satu). Tahun 2019 DS adalah 0,77. Sedangkan tahun 2021 DS menurun menjadi 0,44 seiring pembangunan tol Kertosono-Kediri. Tahun 2025 DS meningkat kembali menjadi 0,59, Tahun 2030 DS = 0,84, dan Tahun 2035 kembali meningkat menjadi 1,19 seiring pertumbuhan kendaraan. Solusinya adalah membatasi jumlah kendaraan dan melakukan rekayasa lalulintas lebih lanjut.Kata Kunci: Kinerja lalu-lintas, Derajat Kejenuhan, Simpang Bundaran, Perencanaan Tol

Best Practice BRT for Increase TransJakarta Modal Share Adhi Muhtadi; Indrasurya B. Mochtar; 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

TransJakarta since 2004 was expected as the backbone of the public transportation in Jakarta as well as TransMilenio in Bogota. However, the role of TransJakarta only approximately 1, 95% of the overall number of trips has reached 19 million/day. The analysis technique on this paper is descriptive analysis. TransJakarta operational perceived is still not effective, so that the necessary efforts to increase modal share sourced from BRT management best practice in other countries. Efforts could be made to increase modal share, among others, the elimination of thousands of parking and replaced by pedestrian friendly also develop a separate bike lane along 303 km in Bogota (Colombia). TransJakarta operational is still considered less in some aspects that are: total of fTransJakarta fleet, total of feeder route, Transjakarta speed and headway still need improved, overtaking lanes are built along the TransJakarta route, Integration with all public transport is absolutely necessary, integration with pedestrians and bicycle users TransJakarta ticket fares should be integrated with feeder and other public transportation such as KRL, city buses and paratransit and using smartcards. In terms of restrictions on the use of private vehicles can be done in the following ways implement a bike-sharing program, implement program of not using motor vehicles during weekdays for 1 day in a week, providing park and ride, implement fuel restriction program for gasoline purchases, implement car sharing program. If the operational performance of TransJakarta has been improved and restrictions on the use of private motor vehicles are implemented, it is expected that the modal split of road users in Jakarta can be expected to rise to be more ideal. In some other parts of the world some experts say ideal conditions of split capital between public transport and private vehicles can reach 65%: 35%. Hopefully the city of Jakarta can achieve this.

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