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R. Endro Wibisono
Universitas Negeri Surabaya
Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Nursing Public Health Social Sciences Transportation Other

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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.
Model Bangkitan Perjalanan Penduduk Perumahan Pinggiran Kota (Studi Kasus Perumahan Bukit Bambe Driyorejo Gresik) Susanti, Anita; Wibisono, R. Endro; Kusuma, Emil Andrean
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 2, No 2 (2020)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v2n2.p55-66

Abstract

Perumahan Bukit Bambe Gresik akan menimbulkan bangkitan perjalanan yang akan membebani jalur-jalur tertentu terutama pada Jalan Raya Mastrip yang selama ini dikenal dengan jalan rawan kemacetan karena land use, sehingga perlu diketahui model bangkitan perjalanan dari perumahan Bukit Bambe. Pengumpulan data dilakukan dengan dua metode yaitu survei primer dan survei sekunder. Metode yang digunakan dalam penelitian ini adalah analisa regresi linier yang dibantu perangkat lunak komputer SPSS 17. Karakteristik pedududuk perumahan Bukit Bambe yaitu jumlah anggota keluarga 51 % berjumlah 4 orang, jumlah pendapatan 39% sebesar Rp. 6.000.000,00 - Rp. 8.000.000,00, jumlah pegawai, mahasiswa dan pelajar 39% berjumlah 3 orang, Jumlah kepemilikan sepeda motor 46% memiliki 2 unit, dan jumlah kepemilikan mobil 60% tidak memiliki mobil. Sedangkan untuk karakteristik perjalanan penduduk perumahan Bukit Bambe yaitu jumlah biaya transportasi 47 % sebesar Rp. 0. - Rp. 19.999,00, jumlah lama waktu perjalanan 41% selama 31 – 60 menit, jumlah jarak perjalanan 38% sebesar 16 – 30 km, jumlah perjalanan 38% berjumlah 6 perjalanan, moda transportasi yang digunakan 74% menggunakan sepeda motor dan tujuan perjalaan 41,8% menuju ke kecamatan Karang Pilang, Wiyung, Gayungan, Wonokromo, Dukuh Pakis, Jambangan, Wonocolo dan Sawahan. Model bangkitan perjalanan yang dihasilkan yaitu Y = 0,014+0,023X1+3,313x 10-8X2+1,934X3–0,137X4–0,122X5–1,291x10-6X6+0,004X7+0,001X8. 
Studi Perencanaan Simpang Koordinasi Jl. Dr. Soetomo – Jl. RA. Kartini – Jl. Pandegiling di Kota Surabaya Susanti, Anita; Wibisono, R Endro; Ferdianto, Ardy
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.p20-27

Abstract

Permasalahan persimpangan terjadi pada beberapa ruas jalan yang memiliki banyak persimpangan, ditambah dengan jarak antar simpang yang pendek adalah kendaraan harus berhenti pada tiap simpang karena mendapat sinyal merah. Tujuan dari penelitian ini adalah mengetahui hasil rekayasa waktu siklus pada setiap lengan simpang yang menghubungkan Jl. Dr. Soetomo, Jl. RA. Kartini dan Jl. Pandegiling. Untuk mengetahui koordinasi antar simpang empat Jl. Dr. Soetomo dengan simpang Jl. RA Kartini dan  simpang Jl. Pandegiling yang selama ini mengakibatkan tundaan yang panjang di Jalan Raya Darmo. Metode analisis data menggunkan metode yaitu dengan melakukan perhitungan analisis kinerja pada simpang koordinasi baik pada kondisi eksisting ataupun setelah dilakukan rekayasa lalu lintas. Semua perhitungan  yang  dilakukan mengacu pada Manual Kapasitas Jalan Indonesia  (MKJI)  tahun 1997. Setelah dilakukannya perencanaan ke empat maka nilai rata-rata simpang untuk DS turun menjadi 0,857,  QL turun menjadi 353 meter dan tundaan turun menjadi 75 detik. Nilai offset pada simpang 1 dan 2 ialah 24 detik, pada simpang 2 dan 3 ialah 27 detik, dan pada simpang 1 dan 3 ialah 51. Untuk bendwidth didapat 170 detik hijau pada setiap simpang.
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 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.
Studi Karakteristik Arus Lalulintas Simpang Tak Bersinyal Jalan Menur Pumpungan Surabaya Wibisono, R. Endro; Huda, Miftachul
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.v3i2.2844

Abstract

Phase determination and traffic control systems are usually more emphasized at locations where road intersections or intersections occur. Because at the meeting of two or more roads this results in a point of conflict that ultimately results in traffic jams. The purpose of this study is to overcome the traffic congestion on Jalan Menur Pumpungan required a good traffic regulation in terms of the level of service and safety for motorists. The method used unsigned intersection performance in this study refers to the source of the Indonesian Road Capacity Manual (MKJI 1997). The results of this study indicate the degree of saturation of the Menur Pumpungan Intersection in 2019 DS is 0.58. For forecasting the coming year in 2021 DS will be 0.75. While in 2031 DS 0.95. Level of service (Los) for each intersection in 2019 is DS = 0.58 and Los = C (Enough), in 2021 it is DS = 0.75 Los = C (Enough), while in 2031 it is DS = 1.211 and Los = D (Less).
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.
Analisa Komponen Bina Marga Untuk Perhitungan Tebal Perkerasan Jalan Kepatihan-Warujayeng Kabupaten Nganjuk Wibisono, R. Endro; Yuana, Buger Wijaya; Susanti, Anita
Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Vol 4 No 2: September 2021
Publisher : Universitas Dr. Soetomo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25139/jprs.v4i2.3931

Abstract

Pavement is one of the elements of highway construction which is very important in the context of smooth land transportation so as to provide security and comfort for its users, so that the pavement needs to be planned properly based on the standards and planning criteria that apply in Indonesia. However, there are still indequate road pavements in various parts of Indonesia. One of them is on the Kepatihan-Warujayeng road, Nganjuk Regency. This road is a connecting road between Nganjuk Regency and Jombang Regency. This study aims to analyze the pavement thickness planning for the Kepatihan-Warujayeng road, Nganjuk Regency. Research analysis using the method of Bina Marga 1979, AASHTO 1993. With a plan age of 10 years on the Kepatihan-Warujayeng road. Based on the results of calculations and analysis, it was found that the type of flexible pavement was to repair the damage. The first calculation of Jalan Kepatihan Warujayeng with pavement thickness of Laston AC 13cm, Base 27cm, and Sub base 21cm and the second calculation of Jalan Kepatihan Warujayeng obtained results with pavement thickness Laston AC 11cm, Base 25cm, and sub base using a minimum pavement thickness of 20 cm
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
Co-Authors Ade Irma Irjayanti Adhi Muhtadi Adhi Muhtadi Amanda Ristriana P. Amanda Ristriana Pattisinai Anita Susanti anita susanti Ardy Ferdianto Ari Widayanti Buger Wijaya Yuana Buger Wijaya Yuana Cudesi Kartika Sari Dadang Supriyatno Danayanti Azmi Dewi Nusantara Danayanti Azmi Dewi Nusantara Djoni Irianto Djoni Irianto Dwi Kasiyanti Sulistiyani Dwi Prastya Nurcahaya Dwi Prastya Nurcahaya Elizabeth Titiek Winanti Elizabeth Titiek Winanti Emil Andrean Kusuma Erika Yeni Purwitasari Ferdianto, Ardy Fitri R. Widayanti Fitroh Maulana Rizki Indiah Kustini Indiah Kustini Kartika Ayu Widyaningrum Kencana Verawati Kresna Dini Fitriani Kusuma, Emil Andrean Miftachul Huda Muhammad Bahrul Ulum Muhammad Shofwan Donny Cahyono Muhtadhi, Adhi Muhtadi, Adhi Muhtadi, Adhi Mukhamad Najib Nurhayati Aritonang Nurhayati Aritonang Yuana, Buger Wijaya