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Eko Wiyono
Politeknik Negeri Jakarta
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VARIASI JUMLAH TUMBUKAN PADA PEMADATAN CAMPURAN BETON ASPAL MENGGUNAKAN BAHAN TAMBAH ANTI STRIPPING Wiyono, Eko; Susilowati, Anni
Construction and Material Journal Vol 2, No 1 (2020): CONSTRUCTION AND MATERIAL JOURNAL VOL. 2 NO. 1 MARET 2020
Publisher : Politeknik Negeri Jakarta

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Abstract

AbstractThe objectives of the research were to obtain the Marshall properties of asphalt concrete mixture mixed with variations of manual compact collisions and to determine the optimum number of compactions collisions in the asphalt concrete mixture using anti stripping additives. The independent variables in this research are variation of the number of compaction collisions of asphalt concrete as many as 2x50, 2x75, 2x100, 2x125 and 2x150, with optimum asphalt content of 6%, and Wetfix Be 0,3% to optimum asphalt content. Marshall test method used in this research was based on SNI 06-2489-1991. The dependent variables (research parameters) included percent of cavities in the aggregate (VMA), percent of cavities in the mix, percent of cavities filled in asphalt (VFB), percent of cavity to mix (VIM), stability, melting, and Marshall Quotient. The result showed that the optimum number of compactions of asphalt concrete was 2x100 with Marshall properties value fulfilling SNI 8198-2015 specification. In Asphalt concrete mixture with optimum asphalt content (KAO) of 6%, Wetfix Be level of 0,3%, optimum number of compactions of 2X100, could be obtained by Aggregate (VMA) cavity 17.50%; Asphalt filled cavity (VFB) 76.50%; Cavity to Mixture (VIM) 4,00%; Stability of 1800.00 kg; Melting of 3.75 mm; and Marshall Quontient 500.00 kg/mmKeywords: Anti Stripping, Collision, Compaction, Wetfix BeAbstrakTujuan penelitian untuk mendapatkan nilai properties Marshall campuran beton aspal dengan berbagai variasi jumlah tumbukan pemadatan dan menentukan jumlah tumbukan pemadatan yang optimum pada campuran beton aspal dengan menggunakan bahan tambah anti stripping. Variabel bebas pada penelitian ini adalah variasi jumlah tumbukan pada pemadatan pembuatan beton aspal  sebanyak 2x50, 2x75, 2x100, 2x125 dan 2x150, dengan Kadar Aspal Optimum 6%, dan Wetfix Be 0,3% terhadap kadar aspal optimum. Metode pengujian Marshall berdasarkan SNI 06-2489-1991. Variabel terikat (parameter penelitian) meliputi persen rongga dalam agregat (VMA), persen rongga dalam campuran, persen rongga terisi aspal (VFB), persen rongga terhadap campuran (VIM), stabilitas, kelelehan, Marshall Quotient. Hasil penelitian didapat jumlah tumbukan pada pemadatan beton aspal yang optimum sebesar 2x100 dengan nilai properties Marshall memenuhi spesifikasi SNI 8198-2015. Campuran beton aspal dengan Kadar Aspal Optimum (KAO) 6%, kadar Wetfix Be sebesar 0,3%, Jumlah Tumbukan Optimum 2X100, diperoleh Rongga terhadap Agregat (VMA) 17,50%; Rongga Terisi Aspal (VFB) 76,50%; Rongga terhadap Campuran (VIM) 4,00%; Stabilitas 1800,00 kg; Kelelehan 3,75 mm; dan Marshall Quontient 500,00 kg/mmKata kunci: Anti Stripping, Tumbukan, Pemadatan, Wetfix  Be
VARIASI SUHU PEMADATAN PADA CAMPURAN BETON ASPAL MENGGUNAKAN BAHAN TAMBAH ANTI STRIPPING Susilowati, Anni; Wiyono, Eko
Construction and Material Journal Vol 1, No 1 (2019): Construction and Material Journal Vol. 1 No. 1 Maret 2019
Publisher : Politeknik Negeri Jakarta

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Abstract

Suhu pemadatan merupakan faktor yang sangat penting dalam proses pemadatan karena mempengaruhi tingkat kepadatan campuran beton aspal. Penelitian ini menggunakan bahan aditif Wetfix Be, yang merupakan bahan kimia anti stripping  berguna untuk meningkatkan ikatan dan menstabilkan campuran antara agregat dan aspal terutama pada musim hujan. Tujuan penelitian untuk mendapatkan nilai properties Marshall dengan berbagai variasi suhu pemadatan dan menentukan suhu pemadatan yang optimum pada campuran beton aspal dengan menggunakan bahan tambah anti stripping. Variabel bebas pada penelitian ini adalah variasi suhu pemadatan pada pembuatan beton aspal  yaitu 700C, 900C, 1100C, 1300C, dan 1500C, dengan Kadar Aspal Optimum (KAO) 0,6%, dan Wetfix Be 0,3% terhadap kadar aspal optimum. Metode pengujian menggunakan Marshall berdasarkan SNI 06-2489-1991. Hasil penelitian menunjukkan bahwa penambahan suhu pemadatan pada aspal beton dapat meningkatkan nilai kepadatan, % Rongga Terisi Aspal, Stabilitas, dan Marshall Quotient serta menurunkan  % rongga di antara agregat, % rongga dalam campuran dan kelelehan. Didapat rentang Suhu pemadatan yang masih memenuhi parameter Marshall pada suhu 120°C sampai dengan 160°C. Adapun nilai suhu optimum pemadatan untuk campuran beton aspal yang sebesar 140°C, dengan nilai VMA 18,10%, VFB 73,09%, VIM 4,88 %, Stabilitas 1228,28 kg, kelelehan 3,93 mm dan MQ 362,14 kg/mm, memenuhi spesifikasi Bina Marga 2010.Kata kunci: Anti Stripping, Suhu, Pemadatan, Wetfix BeCompaction temperature is a very important factor in the compaction process because it affects the density level of asphalt concrete mixtures. This research uses Wetfix Be additive material, which is an anti-stripping chemical which is useful to increase bonding and stabilize the mixture between aggregates and asphalt, especially in rainy seasons. The aim of the study was to obtain Marshall properties with compaction temperature variations and determine the optimum compaction temperature in asphalt concrete mixtures using added anti-stripping materials. The independent variable in this study is the compaction temperature variations in asphalt concrete manufacturing is 70°C, 90°C, 110°C, 130°C, and 1500C with optimum asphalt content (OAC) of 6%, and Wetfix Be of 0.3% against optimum asphalt content. Testing method using Marshall based on SNI 06-2489-1991. The results showed that the addition of the compaction temperature on concrete asphalt could increase the density value, percentage of the voids filled with asphalt, stability, and Marshall quotient; and reduce the voids in the mineral aggregates, % voids in the mixture and flow. The compaction temperature range obtained which still meets Marshall Parameters was from 120°C to 160°C. The optimum compaction temperature value for asphalt concrete mixtures were 140 ° C, with VMA values of 18.10%, VFB 73.09%, VIM 4.88%, stability of 1228.28 kg, flowing of 3.93 mm and MQ of 362,14 kg/mm which meet the specifications of Bina Marga 2010.Keywords: Anti-Stripping, Compaction Temperature, Wetfix Be
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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (940.809 KB) | DOI: 10.33197/jitter.vol7.iss3.2021.671

Abstract

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 KERUSAKAN LANDAS PACU BANDAR UDARA DENGAN METODE PCI DAN PERBAIKANNYA Lahun Wahidah; Retno Ligina Ayu; Eko Wiyono
Construction and Material Journal Vol. 3 No. 1 (2021): Construction and Material Journal Vol. 3 No. 1 Maret 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i1.3738

Abstract

One method aimed to know the condition of the pavement runway on an airport is pavement condition index (PCI). This method has three parameters, type damage, severity damage, and the number of damage or density. In this research, the assessment of PCI is done on a runway (flexible pavement) at one of the airports in Jakarta with a broad 3000 m x 45 m. PCI’s value is gained by following a method from ASTM D 5340-98 (Standard Test Method for The Airport Pavement Condition Index Surveys) from all total sample. The research obtained shows that runway airports have an average of 75,59 (very good). Consisting of excellent as many as 138 sample (38 %), very good as many as 102 sample (28 %), good 60 sample (17 %), fair 36 sample (10 %), poor 16 sample (5 %), very poor as many as 7 sample (2 %), and failed 1 sample (0.001 %). All repairs to the damaged area which are lower than excellent condition using patching with a cold milling machine.
ANALISIS TINGKAT PELAYANAN (LEVEL OF SERVICE) PEJALAN KAKI PADA RUAS JALAN DRAMAGA KOTA BOGOR Mega Khoirul Amri; Eko Wiyono
Construction and Material Journal Vol. 3 No. 3 (2021): Construction and Material Journal Vol. 3 No. 3 November 2021
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/cmj.v3i3.4166

Abstract

As a result of the high volume of pedestrians around Dramaga Street, Bogor City (in the morning, afternoon, and evening) causing conflicts between pedestrians in the area. These conflicts occur both among pedestrians, and pedestrians with the motor vehicle. This research aims to analyze the pedestrian level of service (LOS), pedestrian characteristics, pedestrian facilities, and develop a pedestrian design applied to these roads. The method used in this study is a survey of pedestrian volume and direct observation of pedestrian characteristics, then analyzed based on the lever of service. The results show that the level of service on this section has LOS (level of service) A to LOS (level of service) B, with the sidewalk segment in front of Bogor Station having the lowest level of service. Based on individual characteristics, there are differences in the speed of each pedestrian. The analysis show facility segment in front of Bogor Station has the most shortcomings/at least according to the regulations. The development of the pedestrian path design follows the regulation of the Minister of Public Works No: 03/PRT/M/2014 and adapts it to the existing conditions. Keywords: Pedestrian Path Design, Pedestrian Facilities, Pedestrian Characteristics, Level of Service.
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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (634.123 KB) | DOI: 10.33197/jitter.vol8.iss2.2022.841

Abstract

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

Abstract

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

Abstract

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

Abstract

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.
MITIGASI BENCANA LONGSOR DENGAN TANAMAN VETIVER DI RT 03 RW 06 KELURAHAN KALIBARU, KECAMATAN CILODONG, KOTA DEPOK Yelvi; Eko Wiyono; Eva Azhra Lativa; Sony Pramusandi; Aisyah Salimah
Jurnal Abdimas Ilmiah Citra Bakti Vol. 4 No. 4 (2023)
Publisher : STKIP Citra Bakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38048/jailcb.v4i4.2205

Abstract

Potensi kelongsoran merupakan salah satu permasalahan lingkungan yang sering kurang disadari oleh masyarakat. Daerah yang memiliki kemiringan tanah yang curam akan rawan terhadap longsor. Pembangunan permukiman di daerah tersebut harus mendapat perhatian yang khusus. Permasalahan lingkungan ini menjadi fokus kegiatan Pengabdian kepada Masyarakat (PkM) bagi Tim Kelompok Bidang Keahlian (KBK) Geoteknik, Pengukuran dan Jalan Raya. Mitigasi diperlukan untuk mencegah terjadinya kelongsoran sebelum terjadinya bencana. Tim PkM melakukan mitigasi dengan tujuan agar masyarakat mengenali risiko, kesadaran akan risiko bencana, dan perencanaan penanggulangannya. Mitigasi dilakukan dengan menanam tanaman vetiver (akar wangi) pada suatu lereng di RT 03 RW 06 Kelurahan Kalibaru, Kecamatan Cilodong, Depok. Pemilihan tanaman rumput vetiver dimaksudkan untuk menjaga dan meningkatkan Ruang Terbuka Hijau (RTH) terutama di kawasan permukiman daerah perkotaan. Kegiatan PkM ini melibatkan masyarakat dari mulai pelaksanaan, pemeliharaan dan evaluasi kegiatan. Evaluasi kegiatan menunjukkan 70,62% warga masyarakat menyatakan Sangat Setuju dan 29,78 menyatakan Setuju dari 25 responden. Hal ini menunjukkan kepuasan masyarakat terhadap kegiatan PkM ini 100%. Masyarakat berharap Tim PkM dapat terus mendampingi dalam memberikan arahan pada masyarakat untuk dapat mengambil manfaat lain dari tanaman ini selain dari mencegah longsor.
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