Article Per Year (5 Year)
p-Index From 2021 - 2026
0.408
P-Index
This Author published in this journals
All Journal Jurnal Teknik Sipil Giratory Upgris
Al Fikri, Afrizal Yusuf
Unknown Affiliation
Civil Engineering, Building, Construction & Architecture Transportation

Published : 4 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 4 Documents
Search

 1 
Pengaruh Parkir Pada Badan Jalan Mt. Haryono Terhadap Kinerja Ruas Jalan Al Fikri, Afrizal Yusuf; Septiari, Andik; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 2, No 1: Juni 2021
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (294.323 KB) | DOI: 10.26877/giratory.v2i1.9452

Abstract

Minimnya ruang parkir yang disediakan Pemerintah Kota Semarang di ruas Jalan MT. Haryono depan Pasar Peterongan menyebabkan masyarakat mengunakan bahu jalan untuk dijadikan tempat parkir kendaraan (on street parking) sehingga berdampak pada pengurangan tingkat penggunaan jalan dan pelayanan jalan yang hanya melewati ruas jalan tersebut menerima dampak negatif berupa waku tempuh yang lebih lama yang pada akhirnya menimbulkan penambahan Biaya Operasional Kendaraan (BOK). Selain itu, on street parking juga dilakukan oleh angkutan umum yang menaikkan dan menurunkan penumpang di depan Pasar Peterongan yang diakibatkan karena kurangnya tempat pemberhentian angkutan (halte). Berdasarakan penelitian yang dilakukan pada ruas jalan MT. Haryono tingkat pelayanan terburuk terdapat pada pukul 07.30-08.30 dengan nilai ratio 1,14 dan mempunyai kecepatan rata-rata 43 km/jam dengan tingkat pelayanan pada level F. Tingkat pelayanan pada level F juga terjadi pada pukul 15.30-16.30 dan pukul 16.30-17.30 dengan nilai ratio masing-masing adalah 1,01 dan 1,11. Angkutan umum paling banyak menggunakan on street parking terjadi pada pukul 07.30-08.30 dengan jumlah angkutan umum masuk sebanyak 141 kendaraan dan angkutan umum keluar sebanyak 127 kendaraan, sedangkan angkutan umum paling sedikit menggunakan on street parking terjadi pada pukul 17.30-18.30 dengan jumlah angkutan umum masuk sebanyak 46 kendaraan dan angkutan umum keluar sebanyak 38 kendaraan. Biaya kemacetan yang akan dikaji dalam penelitian ini adalah Biaya Operaional Kendaraan (BOK) akibat penurunan kecepatan dengan menggunakan metode HDM VOC (Highway Design and Maintenanc Standart Vehicle Operating Cost). Penambahan Biaya Operasional Kendaraan (BOK) atau external cost yang dikeluarkan adalah Rp. 168,51- selama 12 jam penelitian.
Pengaruh Hambatan Samping Pada Badan Jalan Mt. Haryono Terhadap Kinerja Ruas Jalan Al Fikri, Afrizal Yusuf; Septiari, Andik; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 1, No 2: Desember 2020
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (278.494 KB) | DOI: 10.26877/giratory.v1i2.9446

Abstract

Minimnya ruang parkir yang disediakan Pemerintah Kota Semarang di ruas Jalan MT. Haryono depan Pasar Peterongan menyebabkan masyarakat mengunakan bahu jalan untuk dijadikan tempat parkir kendaraan (on street parking) sehingga berdampak pada pengurangan tingkat penggunaan jalan dan pelayanan jalan yang hanya melewati ruas jalan tersebut menerima dampak negatif berupa waku tempuh yang lebih lama yang pada akhirnya menimbulkan penambahan Biaya Operasional Kendaraan (BOK). Selain itu, on street parking juga dilakukan oleh angkutan umum yang menaikkan dan menurunkan penumpang di depan Pasar Peterongan yang diakibatkan karena kurangnya tempat pemberhentian angkutan (halte). Berdasarakan penelitian yang dilakukan pada ruas jalan MT. Haryono tingkat pelayanan terburuk terdapat pada pukul 07.30-08.30 dengan nilai ratio 1,14 dan mempunyai kecepatan rata-rata 43 km/jam dengan tingkat pelayanan pada level F. Tingkat pelayanan pada level F juga terjadi pada pukul 15.30-16.30 dan pukul 16.30-17.30 dengan nilai ratio masing-masing adalah 1,01 dan 1,11. Angkutan umum paling banyak menggunakan on street parking terjadi pada pukul 07.30-08.30 dengan jumlah angkutan umum masuk sebanyak 141 kendaraan dan angkutan umum keluar sebanyak 127 kendaraan, sedangkan angkutan umum paling sedikit menggunakan on street parking terjadi pada pukul 17.30-18.30 dengan jumlah angkutan umum masuk sebanyak 46 kendaraan dan angkutan umum keluar sebanyak 38 kendaraan. Biaya kemacetan yang akan dikaji dalam penelitian ini adalah Biaya Operaional Kendaraan (BOK) akibat penurunan kecepatan dengan menggunakan metode HDM VOC (Highway Design and Maintenanc Standart Vehicle Operating Cost). Penambahan Biaya Operasional Kendaraan (BOK) atau external cost yang dikeluarkan adalah Rp. 168,51- selama 12 jam penelitian.
Pengaruh Hambatan Samping Pada Badan Jalan Mt. Haryono Terhadap Kinerja Ruas Jalan Al Fikri, Afrizal Yusuf; Septiari, Andik; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 1, No 2: Desember 2020
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v1i2.28466

Abstract

Lack of parking space provided by the Semarang City Government on Jalan MT. Haryono in front of Peterongan Market causes people to use the shoulder of the road to be used as a vehicle parking lot (on street parking) so that it has an impact on reducing the level of road use and road services that only pass through these roads receive a negative impact in the form of a longer travel time which ultimately results in additional costs Vehicle Operations (BOK). In addition, on street parking is also carried out by public transports that pick up and drop off passengers in front of Peterongan Market due to the lack of transportation stops (bus stops). Based on research conducted on the MT. Haryono, the worst service level is at 07.30-08.30 with a ratio value of 1.14 and has an average speed of 43 km / hour with a service level at level F. The service level at level F also occurs at 15.30-16.30 and 16.30-17.30. with the respective ratio values are 1.01 and 1.11. The most public transportation using on street parking occurred at 07.30-08.30 with the number of incoming public transports as many as 141 vehicles and 127 vehicles exiting, while the least public transportation using on street parking occurred at 17.30-18.30 with the number of incoming public transports. as many as 46 vehicles and public transportation out as many as 38 vehicles. The cost of congestion that will be studied in this study is the operational cost of the vehicle (BOK) due to a decrease in speed using the HDM VOC (Highway Design and Maintenance Standard Vehicle Operating Cost) method. Additional Vehicle Operational Costs (BOK) or external cost incurred is Rp. 168,51- during the 12 hours of the study.
Pengaruh Parkir Pada Badan Jalan Mt. Haryono Terhadap Kinerja Ruas Jalan Al Fikri, Afrizal Yusuf; Septiari, Andik; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 2, No 1: Juni 2021
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v2i1.28471

Abstract

Lack of parking space provided by the Semarang City Government on Jalan MT. Haryono in front of Peterongan Market causes people to use the shoulder of the road to be used as a vehicle parking lot (on street parking) so that it has an impact on reducing the level of road use and road services that only pass through these roads receive a negative impact in the form of a longer travel time which ultimately results in additional costs Vehicle Operations (BOK). In addition, on street parking is also carried out by public transports that pick up and drop off passengers in front of Peterongan Market due to the lack of transportation stops (bus stops). Based on research conducted on the MT. Haryono, the worst service level is at 07.30-08.30 with a ratio value of 1.14 and has an average speed of 43 km / hour with a service level at level F. The service level at level F also occurs at 15.30-16.30 and 16.30-17.30. with the respective ratio values are 1.01 and 1.11. The most public transportation using on street parking occurred at 07.30-08.30 with the number of incoming public transports as many as 141 vehicles and 127 vehicles exiting, while the least public transportation using on street parking occurred at 17.30-18.30 with the number of incoming public transports. as many as 46 vehicles and public transportation out as many as 38 vehicles. The cost of congestion that will be studied in this study is the operational cost of the vehicle (BOK) due to a decrease in speed using the HDM VOC (Highway Design and Maintenance Standard Vehicle Operating Cost) method. Additional Vehicle Operational Costs (BOK) or external cost incurred is Rp. 168,51- during the 12 hours of the study.
Co-Authors Ariawan, Donny Mohammad Debby Rizani Septiari, Andik