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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
Sutrisno, Widarto
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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.
Cost And Time Analysis of Drainage Works Using Conventional Riverstone Method and Precast U-Ditch Method Yulianus Brechmans Dilianto; Galuh, Dimas Langga Chandra; Sutrisno, Widarto
Journal of Green Science and Technology Vol 8 No 1 (2024): Journal of Green Science and Technology Vol.8 No.1 March 2024
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v8i1.135

Abstract

The aim of this research is to determine the comparison of costs and work time using the conventional river stone method and the precast u-ditch method. So from the two methods mentioned above, we can choose or compare which method can provide benefits in terms of cost and time. This research uses a quantitative method, which explains a process of finding knowledge using data in the form of numbers as a tool for analyzing information about what you want to know in a situation that is the object of study and then analyzed. Comparative analysis of costs and time for drainage channel work using the conventional method with a length of 192 meters takes 55 working days with a cost of Rp 123,617,000.0 while the precast method with a length of 174 meters takes 48 working days with a cost of Rp 78,292,000.0 . The conventional method takes 14% longer to carry out work compared to the precast method. The cost per meter of work using the conventional method is Rp 6,438,385, while work using the method is Rp 4,449,540 with a difference of Rp 1,988,845. The use of precast methods is 30% lower than conventional methods.
Co-Authors Adolf, Mikael Irvan Ahmad Mashadi Almodad Alle, Andri Angga Darmawan, Angga Anggraini, Rizki Budi Anwar, Aristu Apriadin Apriadin Ardiansyah, Fajar Ardiansyah, Hendry Arjuna Temaluru, Arnoldus Asan Beni Tokan, Muhamad Muhasiran 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 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 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 Yulianus Brechmans Dilianto