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All Journal BANGUN REKAPRIMA KURVATEK Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Civil Engineering and Technology Journal Winter Journal: IMWI Student Research Journal Proceedings Series on Physical & Formal Sciences Journal of Green Science and Technology Jurnal TekLA REKAYASA DAN INOVASI TEKNIK SIPIL
Sutrisno, Widarto
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Journal : Winter Journal: IMWI Student Research Journal

 1 
Analysis Of Apal Cue Time, Queue Length, And Delay Using Pkji 2023 Irfan, Muhammad; Setyo Wibi, Gannang; Almodad Alle, Andri; Sutrisno, Widarto; Langit Gutama, Detha Sekar
Winter Journal: IMWI Student Research Journal Vol. 4 No. 2 (2023): Winter Journal: IMWI Student Research Journal
Publisher : Institut Manajemen Wiyata Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52851/wt.v4i2.51

Abstract

The intersection of Kyai Haji Wahid Hasyim and Mataram Sewer Inspection Road, Dabag, Condongcatur, Depok District, Seman Regency, Yogyakarta. Initial observations show that the intersection is often congested due to heavy traffic flow, especially during peak hours. Congestion in the city of Yogyakarta, especially the sleman district, is unavoidable, especially at intersection points both on protocol roads and on small roads. This congestion can result in losses for road users such as reduced vehicle speed, increased waiting time, increased vehicle queues, and decreased environmental quality. to reduce this congestion, researchers analyzed the time of the apill signal, queue length, and delay so that the congestion could be resolved. Determine the right alternative to solve the problems contained in the intersection. Primary data collection was carried out in the field for seven days with peak hours in the morning at 07.00-08.00 WIB and in the afternoon at 16.30-17.30 WIB using CCTV as a traffic volume data counter. Traffic light signal data is obtained in the field by counting each approach. Secondary data used is obtained from the Population-related Service Agency such as the Central Bureau of Statistics. The data obtained is then analyzed using the Indonesian Road Capacity Guidelines 2023 (PKJI 2023) Signalized Intersection method. The highest capacity analysis results on October 02, 2023 with a vehicle volume of 2539 kend / hour. With the result time of all red time north direction 1 second, south direction 1.09 seconds, east direction 0.43 seconds, west direction 0.42 seconds. and green time lost a total of 17 seconds. Queue length in the north direction 160.19m, in the south direction 186.96m, in the east direction 54.48m, in the west direction 115.3m. Delay in the north direction 71.45 seconds. In the south direction 72.4 seconds, in the east direction 59.56 seconds, in the west direction 60.66 seconds.
Analysis of APILL Interchange Capacity, Effective Approach Width, and Saturation Current Determination Using PKJI 2023. Legio Pranata, Billy; Pratama, Galih; Gagas, Gregorius; Sutrisno, Widarto; Wahyu Gutama, Detha Sekar Langit
Winter Journal: IMWI Student Research Journal Vol. 4 No. 2 (2023): Winter Journal: IMWI Student Research Journal
Publisher : Institut Manajemen Wiyata Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52851/wt.v4i2.52

Abstract

In this research, data analysis uses the 2023 Indonesian Road Capacity Guidelines (PKJI) method to produce signalized intersection performance data including capacity, level and level of congestion, delays, impact of vehicle emissions as well as queue capacity and service level at the intersection. intersection. The results of this research can be used to re-plan routes so that route segment performance can operate optimally. This research requires primary and secondary data. Primary data was collected by conducting direct field surveys, while secondary data was obtained from relevant government agencies. Primary Data Collection is data obtained from the results of field surveys. The data includes: a. Environmental and geometric conditions at each intersection b. Vehicle volume is calculated using CCTV at each intersection. c. Calculating Determination of Effective Approach Width. d. Calculating Determination of saturation current. 3.2 Secondary Data Collection This secondary data is data obtained from related agencies, in the form of population data and traffic data on Jl.KH. Wahid Hasyim and Jl. Sewer Inspection Mataram, Dabag, Condongcatur, Sleman, DIY. Based on the results of research conducted at the empang intersection, Jl. KH. Wahid Hasyim and Jl. Mataram Sewer Inspection, Dabag, Condongcatur, Sleman, DIY. On Sunday 01/10/2023, Monday 02/10/2023, Tuesday 03/10/2023, Wednesday 04/10/2023, Thursday 05/10/2023, Friday 06/10/2023 and Saturday 07/10/2023 . It can be concluded that the busiest traffic activity occurred on Monday, 02/10/2023. With a total of 2539 vehicles or 1106.2 SMP/Hour. High traffic volume is a problem that must be addressed. Based on the analysis carried out at the intersection, the following conclusions can be drawn: 1. Vehicle volume based on the results of a 7 day traffic survey at the intersection of four KH roads. Wahid Hasyim and the Mataram Sewer Inspection Road obtained results of a heavy number of vehicles on Monday 02/10/2023 for the time period 06.00 – 07.00 and 16.30 – 17.30. namely 2539 Kend/Hour. 2. KH four-way intersection capacity. Wahid Hasyim and the Mataram Sewer Inspection road for the period Monday 02/10/2023 in the north direction 1315.811775 SMP/hour, south 1307.86199 SMP/hour, east 2325.226635 SMP/hour, west 2190.930622 SMP/hour. 3. Effective Approach Width on KH road. Wahid Hasyim and the Mataram Sewer Inspection road in the north direction 16.5m, south 13.3m, east 12m, west 10.5m. 4. Basic saturated current on KH road. Wahid Hasyim and the Mataram sewer inspection road in the north direction 9900 SMP/hour, south 7980 SMP/hour, east 7200 SMP/hour, west 6300 SMP/hour. 5. Adjusted saturation current J on road KH. Wahid Hasyim and the Mataram Sewer Inspection road in the north direction 9556.948685 SMP/hour, south 7847.171942 SMP/hour, east 6827.261184 SMP/hour, west 6170.376038 SMP/hour.
Traffic Performance Analysis – Emp And Saturation Degrees Using Pkji 2023 Asan Beni Tokan, Muhamad Muhasiran; Pua Ngajo, Zulfikar; Arjuna Temaluru, Arnoldus; Sutrisno, Widarto; Sekar Langit Wahyu Gutama, Detha
Winter Journal: IMWI Student Research Journal Vol. 4 No. 2 (2023): Winter Journal: IMWI Student Research Journal
Publisher : Institut Manajemen Wiyata Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52851/wt.v4i2.53

Abstract

The intersection of KH Wahid Hasyim Road and Inspection Road which is located in the Selokan Mataram, Dabag, Condongcatur, Sleman, DIY area has a high traffic volume because it is a link between residential, educational and economic zones and shopping centers. The problem that often occurs at the intersection of Jalan KH Wahid Hasyim and Jalan Inspection Selokan Mataram, Dabag, Condongcatur, Sleman, DIY is high traffic flow, which often results in traffic jams. The regulation of traffic lights currently in operation cannot overcome the congestion that often occurs, especially during peak hours. The aim of this research is to analyze the performance of signalized intersections using the PKJI 2023 method. To provide appropriate solutions and alternative problem solving at these intersections. Which can improve the performance of the signalized intersection Jl. KH Wahid Hasyim and Jl. Mataram Selokam Inspection. Based on the results of research that has been carried out, it is as follows: a. The traffic flow at the intersection of four is marked KH. Wahid Hasyim and the Mataram Sewer Inspection Road based on the analysis results show that the traffic volume at signalized intersections for 7 days is 16,527 PCU/hour. b. The traffic volume at the intersection with the KH road signal. Wahid Hasyim and the Mataram Sewer Inspection road at peak hours on Monday 02/10/2023, namely 2539 or 1106.2 SMP/Hour. c. Annual average daily traffic at the intersection of four with the KH road signal. Wahid Hasyim and the Mataram Sewer Inspection road for 7 days were taken at peak hours 06.00 – 07.00 and 16.30 – 17.30. get results, namely 45.10 Kend/Hour. d. Calculation of traffic performance and EMP. Which was carried out for 7 days with a K value of 0.08. according to the road width of 6m, you get a result of 3.60 SMP/hour. e. Degree of Saturation at the intersection of four signalized roads KH. Wahid Hasyim in the peak volume period Monday 02/10/2023. Taken at each intersection, North 0.520 SMP/hour, South 0.641 SMP/hour, East 0.162 SMP/hour and West 0.291 SMP/hour. 1. Degree of saturation at the intersection of four KH roads. Wahid Hasyim and the Mataram Sewer Inspection road for the period Monday 10/02/2023 is North 0.520 SMP/Hour, South 0.641 SMP/Hour, East 0.162 SMP/Hour and West 0.291 SMP/Hour. then the service level is D with unstable flow conditions but the speed and movement of vehicles is very low. 2. Vehicle volume based on the results of a 7-day traffic survey shows the number of heavy vehicles on Monday 02/10/2023 for the time period 06.00 – 07.00 and 16.30 – 17.30. namely 2539 Kend/Hour. 3. The capacity value (C) obtained is 2688 SMP/Hour. 4. The value of traffic flow and EMP passing through the four signalized intersections on Jl. KH. Wahid Hasyim and Jl. Sewer Inspection with a K value of 0.08 gets a result of 3.60 SMP/Hour.
Co-Authors Adolf, Mikael Irvan Ahmad Mashadi Almodad Alle, Andri Angga Darmawan, Angga Anggraini, Rizki Budi Anwar, Aristu Apriadin Apriadin Ardiansyah, Fajar Ardiansyah, Hendry Ardianto, Tri Arjuna Temaluru, Arnoldus Asan Beni Tokan, Muhamad Muhasiran Aziz, Itsnaini Dewi Sulistyorini, Dewi Dimas Langga Chandra Galuh, Dimas Langga Chandra Dodok, Yohanes Yoan Effendi, Novan Rico Elantriani, Yosefina Yesinta Elton, Thomas Faylani, Leo Gagas, Gregorius Galuh, Dimas Langga Candra Gutama, Detha Sekar Langit Wahyu Haryanto Djara, Dwi Iskandar Yasin Julendi, Tegar Rahmad Kumalasari Kumalasari Langit Gutama, Detha Sekar Legio Pranata, Billy Muhammad Irfan Mustofa, Rizqi Nugraha, Fahreza Yuda Patiung, Juannito Pele, Jekianus Pestalozzi, Yudhia Pratidina Pratama, Galih Pua Ngajo, Zulfikar Sardono, Dimas Ari Sekar Langit Wahyu Gutama, Detha Setiadji, Wawan Setyo Wibi, Gannang Tommy, Nofry Wanly Wahyu Gutama, Detha Sekar Langit Widaryanto, Lilik Hendro Yulianus Brechmans Dilianto