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All Journal BANGUN REKAPRIMA JITTER (Jurnal Ilmiah Teknologi Informasi Terapan) Jurnal Ilmiah Rekayasa Sipil Jurnal Abdimas Ilmiah Citra Bakti (JAICB) Construction and Material Journal Journal Of Civil Engineering And Infrastructure Technology Journal of Applied Civil and Environmental Engineering (JACEE)

Eko Wiyono

Politeknik Negeri Jakarta

Author-ID : 3129587

Agriculture, Biological Sciences & Forestry Arts Humanities Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Social Sciences Transportation Other

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ANALISIS KINERJA SIMPANG TAK BERSINYAL (STUDI KASUS: SIMPANG TLAJUNG GUNUNG PUTRI, KABUPATEN BOGOR) Leimena, Intan Melenia; Wahyurianti, Syafira; Wiyono, Eko; Rizal, Rikki Sofyan
Jurnal Ilmiah Teknologi Infomasi Terapan Vol 7 No 3 (2021)
Publisher : Universitas Widyatama

The traffic jam in various locations causes a decrease in the road service level and crossroads. To control the level of a traffic jam it is required to improve the intersection performance to reduce barriers, increase capacity, and reduce accidents. The purpose of this final project is to help solve the congestion problem that occurs at the Simpang Tlajung Gunung Putri. The data used are primary data that obtained through field surveys and the secondary data obtained from the Central Bureau of Statistics of Bogor District and various journals. The data analysis method uses manual calculations in accordance with the Indonesian Highway Capacity Manual (MKJI 1997). The existing condition of Simpang Gunung Putri Tlajung after being analyzed showed poor results with a capacity of 3676,509 pcu/hour; vehicle volume of 5622,27 pcu/hour; degree of saturated (DS) of 1,53; delay (D) -22,532 sec/pcu; queue probability of 218% (upper limit) and 100% (lower limit) and had a very poor level of intersection service. In overcoming the performance problems of Simpang Tlajung Gunung Putri 9 (nine) alternative solutions were carried out. The solution to the problem used is the last alternative solution, namely a combination of the installation of prohibited stop signs, restrictions on heavy vehicle operating hours, prohibition of turning right from the South approach (Narogong Highway To Cileungsi), the East approach (Wanaherang Highway) made one way to The Cibubur Alternative Road, and the South approach (Narogong Highway To Cileungsi) are made in one way towards Gunung Putri that shows a capacity value of 5695,091 pcu/hour; degree of saturated (DS) of 0,75; delay (D) 12,297 sec/pcu queue probability of 23%-46% and had a service level in category B which means the performance of the intersection is in good condition.

ANALISIS KINERJA SIMPANG APILL BERDASARKAN PKJI 2014 DIBANDINGKAN SOFTWARE PTV VISTRO: ANALISIS KINERJA SIMPANG APILL BERDASARKAN PKJI 2014 DIBANDINGKAN SOFTWARE PTV VISTRO Rikki Sofyan Rizal; Eko Wiyono; Rangga Danisworo
Jurnal Ilmiah Teknologi Infomasi Terapan Vol. 8 No. 2 (2022)
Publisher : Universitas Widyatama

Analyzing the characteristic and causes of congestion in cities is the initial capital in order to determine traffic policies and appropriate management plans. One of the locations of congestion that needs to be reviewed is the intersection, because it is a meeting point of various movements from different directions. This research was conducted to analyze the performance of Simpang Empat Legundi using the PKJI 2014 method and then compared to PTV Vistro. The research began with the collection of both primary and secondary data to meet the intersection performance parameters of the store in PKJI (2014) and PTV Vistro. A comparison of the two methods is done to analyze different parameters in the analysis of the intersection performance. The results of the analysis on PKJI (2014) obtained a degree of saturation of 0.967 and a delay of 99.76 det / skr while at PTV Vistro showed a degree of saturation of 0.984 and a delay of 241.19 det / skr. The results of the analysis of both methods show the equation OF L with delay >80 det / skr Difference in value occurs due to PTV Vistro Data analysis to determine capacity, saturation degree, and delay analyzed with HCM 2010. Input values that are not in accordance with PKJI (2014) also affect the difference in the results of the analysis, including the direction of vehicle movement is not in accordance with the storage conditions, environmental conditions are considered the same every lane group i.e. CBD, and the saturated current value (S0) of 3600 which is considered the same in each lane group. Keywords : Intersection Performance; Parameters; PKJI 2014; PTV Vistro.

Kinerja Simpang Tak Bersinyal Pada Simpang Parung Bingung (Sawangan Depok) Rikki Sofyan Rizal; Eko Wiyono; Imtinan Safinatun Naja; Mira Aulia Fita Sari
Jurnal Ilmiah Teknologi Infomasi Terapan Vol. 9 No. 1 (2022)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss1.2022.902

Congestion often occurs at several points in the city of Depok, West Java. From the monitoring of google maps and direct site inspection, traffic conditions at the Parung Bingung Sawangan Intersection were observed to be quite severe. Congestion occurs due to the high volume of vehicles and the service level of poor Intersection performance. This final project research aims to analyse the dominant factors of the problems that occur at Intersection Parung Bingung in order to solve the problems that occur. The method used is manual analysis with the 2014 PKJI guidelines using primary data obtained from the results of a site survey and secondary data obtained from the Central Statistics Agency of Depok City, Depok City Transportation Service and various journals. The results of the research on the performance of the Unsignalized Intersection of Parung Bingung Intersection in category F (very bad), Degree of Saturation (DJ) above 0.85, High Delay (T) 124.09 sec/skr, Vehicle Volume 5811.06 skr/hour with Road Capacity (C) of 2810.98 cur/hour, and the queue probability (PA) is 156% the upper limit and 75% the lower limit. Therefore, the last alternative that is most appropriate is chosen by using a combined alternative between eliminating or reducing side barriers by installing stop signs, widening roads and changing traffic directions during rush hour.

MODIFIKASI CAMPURAN BETON ASPAL HRS-WC DENGAN MENGGUNAKAN BAHAN ANTI STRIPPING Rikki Sofyan Rizal; Anni Susilowati; Eko Wiyono
Jurnal Ilmiah Teknologi Infomasi Terapan Vol. 9 No. 1 (2022)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss1.2022.937

In road development, the main challenge is the pavement, especially asphalt concrete which breaks down quickly. The type of damage that is commonly found in Indonesia is premature surface damage, the visible symptoms of which are surface peeling, surface rutting, grain release and cracks. This typical damage for asphalt concrete pavement layers, is usually caused by low asphalt adhesion, this is marked by the release of grains due to no longer cohesion by asphalt which eventually gives water the opportunity to penetrate and destroy the asphalt concrete matrix. As a result, the mixture becomes loose and there is a lot of asphalt peeling on the surface layer. Based on this background, it is necessary to study the modification of the gap graded asphalt concrete mixture for Lataston HRS-WC by using anti-stripping materials. The purpose of conducting this research is to obtain the effect of anti-stripping materials in the gap graded asphalt concrete mixture on the properties of the Marshall test results in accordance with the 2018 Highways specifications. From the results of the tests carried out, the Optimum Asphalt Content (KAO) is 7.4%. With the KAO value, a test sample was made with the addition of Wetfix Be with a concentration of 0.2; 0.3 ; 0.4 and 0.5. The results obtained with the addition of Wetfix Be 0.30% increased the stability value to 1423.12 kg and Mashall quotient to 400.88 kg/mm. A high Marshall Quotent value indicates the mixture is stiff and has low flexibility.

ANALISIS SIMPANG BERSINYAL PADA JALAN RAYA BOGOR – JALAN TEGAR BERIMAN, BOGOR Adhiva Puri; Novani Ayunda Tara; Eko Wiyono; Rikki Sofyan Rizal
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1025

The Signalized Intersection of Jalan Raya Bogor – Jalan Tegar Beriman Bogor is one of the intersections located in Cibinong, Bogor Regency which connects the national road with the district road. At these intersections, traffic jams often occur which are detrimental to motorists and other road users. This study was conducted to analyze the degree of saturation at signalized intersections on Jalan Raya Bogor – Jalan Tegar Beriman, Bogor based on the 2014 Indonesian Road Capacity Guidelines (PKJI). Starting from data collection, both primary data (geometric data of intersections and traffic volume) and secondary data (data on population and volume of vehicles). The traffic volume survey was carried out for 3 (three) days consisting of 2 (two) working days and 1 (one) holiday in the morning at 06.00 – 09.00 WIB and in the afternoon at 16.00 – 19.00 WIB. And the results obtained from the analysis at peak hours in the afternoon at 16.30 - 17.30 WIB on holidays, namely Saturdays, the highest degree of saturation in the North approach arm is 1.01 > 0.85 and the average delay is 99.62 seconds / cur. > 18 seconds/cur with service level F so it is necessary to re-planned alternative solutions that are effective and can be implemented. The alternative solutions chosen are setting cycle times, reducing side barriers, prohibiting vehicles from crossing from the major road and closing the West lane for turning right from the minor road with the highest degree of saturation value is 0.623 and the average delay is 12.41 seconds/cur with a level service is C.

Co-Authors Abiyyu, Muhammad Adhiva Puri Aisyah Salimah Anni Susilowati Diana Putri Eva Azhra Latifa Eva Azhra Lativa Fadhilah, Khoirunnisa Fitria Fricilia, Maya Handi Sudardja, Handi Herawati Herawati Imtinan Safinatun Naja Lahun Wahidah Leimena, Intan Melenia Mega Khoirul Amri Mira Aulia Fita Sari Novani Ayunda Tara Praktiko, Praktiko Pratikto Pratikto Rangga Danisworo Retno Ligina Ayu Rizal, Rikki Sofyan Sony PRAMUSANDI Wahyurianti, Syafira Yanuardi Yanuardi Yelvi Yelvi

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