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All Journal Paduraksa: Jurnal Teknik Sipil Universitas Warmadewa Jurnal Transportasi Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Rekayasa Sipil dan Lingkungan Teras Jurnal Borneo Engineering : Jurnal Teknik Sipil Journal of Indonesia Road Safety
Sonya Sulistyono
Department Of Civil Engineering Faculty Of Engineering University Of Jember
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Education Engineering Environmental Science Law, Crime, Criminology & Criminal Justice Social Sciences Transportation Other

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PERBANDINGAN HASIL UJI EKSTRAKSI CAMPURAN AC-BC MENGGUNAKAN METODE REFLUKS DAN METODE SENTRIFUS Satryo, Rahmawan Budi; Sulistyono, Sonya; Hayati, Nunung Nuring
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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Bitumen extraction tests aim to separate a mixture of asphalt paving mixtures and to determine which are made in accordance with the mix plan. In general, using a reflux and centrifuge method. At reflux method, bitumen separation process using the evaporation method, whereas the centrifuge method, the separation processes using a rotation method of extraction tools. The purpose of this study to determine whether the extraction of the AC-BC mixture using two methods above have significant differences using a statistical test. Based on the results of the testing that has been done, the result are different, but not significant in statistical test t-test. From the results of hypothesis testing the value obtained tcount (2.197) < ttable (2.4469) on 5.5% asphalt content, value of tcount (1.767) < ttable (2.4469) on 6% asphalt content, and tcount (0.201) < ttable (2.4469) on 6.5% asphalt content. While on F-test obtained different results, for sample testing with value of Fcount (520.1312) > Ftable (3.284), and there are significant differences between the methods of extraction with value of Fcount (97.779) > Ftable (5.980), and there is no interaction between testing methods with bitumen content with value of Fcount (0.3061) < Ftable (4.560).
CHARACTERISTICS OF MARSHALL ON AC-BC USE THE ANALOG AND DIGITAL TEST EQUIPMENT Aditama, Akhmad Taufik; Sulistyono, Sonya; Badriani, Ririn Endah
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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The strength of the surface pavement can be seen from Marshall Characteristics using Marshall test equipment. Equipment type for Marshall Test can be analog and digital. Digital test equipment using the computer system, and minimize operator/ laboratory intervention for maximum efficiency. The reading of the data was done manually on analog test equipment, so it is very dependent on operator skill. This study examined a mixture of AC-BC using analog and digital Marshall Test equipment, to determine result of Marshall Characteristic. Methods of Marshall Test, material test, mix of bitumen and aggregate follow the guidelines in the Indonesian National Standard (SNI). Results of preliminary test obtained optimum bitumen content of 6,75%, and then the sample is made of 28 pieces (2 x 14). The analysis results of the average difference in the two shows there is no real difference in the Marshall Characteristics of the testing results using analog and digital test equipment. Estimation results of Marshall Characteristics using analog test equipment acquired: stability = + 208,26 kg, Flow = + 0,29 mm dan MQ = + 40,07 kg/mm. Digital test equipment acquired: stability = + 175,47 kg, Flow = + 0,48 mm dan MQ = + 60,93 kg/mm.
EVALUATION OF ROAD MEDIAN CONSTRUCTION ON JALAN HAYAM WURUK KM JBR 3+825 - KM JBR 5+930 JEMBER Ramadhan, Setio; Hayati, Nunung Nuring; Sulistyono, Sonya
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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In 2013, the construction of road median on JalanHayamWuruk Km Jbr 3+825 – Km Jbr 5+930 Jember caused traffic jam. It was shown by the number of degree saturation increased (DS=92) than without a road median (DS=0.66). This research evaluate the comparison between the sections with median and without mediant, parameter, degree of saturation, fuel cost and safety evaluation. The data collection was carried out directly in rapidity survey, and volume vehicles.The analysing of fuel comparison resulted damage 26.12 %, the same as Rp.206.4,00/knd/km, or raised 2.23 Billion per year. It based on the results of evaluation road median SNI 03-2444-2002, the degree of safety in dimension and installation of road median on km Jbr 3+825 – km Jbr 5+930 was not standarized.
PERENCANAAN DESAIN BUNDARAN KAWASAN KAMPUS UNIVERSITAS JEMBER Saad, Muhammad; Hayati, Nunung Nuring; Sulistyono, Sonya
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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Two intersections in the campus of the University of Jember need attention. That name is Doubleway intersection and Triumviraat roundabout. This is related to the frequent occurrence of accidents at the intersection. Previous research conducted by Isnanto (2007) and Novel (2013) at  the Doubleway intersection. This intersection assumed into a roundabout, and the performance of the roundabout until 2023 showed DS ≤ 0.75. This study was conducted to evaluate the design of Doubleway and Triumviraat roundabout at the University of Jember. Evaluation results used to re-design of  Doubleway and Triumviraat roundabout in order to satisfy applicable standards/guidelines. So the safety aspect of the review of infrastructure can be realized. The diameters size results obtained from the design of the Doubleway and Triumviraat roundabout  is 38.5 m and 44.7 m. Performance of the each other roundabout  in 2014 showed  the DS value ≤ 0.75.
ANALISIS KINERJA SIMPANG MENGGUNAKAN PERANGKAT LUNAK KAJI DAN PTV VISTRO (STUDI KASUS: SIMPANG BERSINYAL DAN TAK BERSINYAL PERKOTAAN JEMBER) Sauri, Sofyan; Sulistyono, Sonya; Hasanuddin, Akhmad
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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To determine the level of service of an intersection should be calculated on the performance. And in Indonesia, intersection performance calculations performed using the method MKJI. MKJI methods have software that is KAJI. Along with the changing times, there are other software that circulated in Indonesia, one of which is the PTV Vistro. In contrast to KAJI, this software using HCM 2010. Therefore necessary to analyze the results of calculations both the software. In this study, both the software used to calculate the performance of several examples of intersections in Jember. And then the results of the calculation of performance compared. The analysis shows that at signalized intersections, KAJI and PTV Vistro produce the same degree of saturation pattern. However PTV Vistro tend to produce better performance than the KAJI. Whereas in unsignalized intersections, both the software shows a different pattern.
SIMULASI ANALISIS DAMPAK LALU LINTAS MENGGUNAKAN PTV VISTRO (STUDI KASUS : KOMPLEK RUKO BERJAYA BATAM) Rifai, Arif; Sulistyono, Sonya; Soetjipto, Jojok Widodo
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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Traffic Impact Analysis (TIA) is study on the impact of development on the surrounding transportation network. Complex Ruko Berjaya is a commercial and residential complex that will be built on the city of Batam.This area has been done but the traffic impact analysis using the manual calculation method MKJI . For traffic impact analysis was performed on the complex of the RukoBerjaayaBatam use PTV Vistro . Analysis on PTV Vistro will be compared with MKJI method that performed on the input volume adjustment. There are differences in the determination of the saturation flow and the capacity of the two methods, which produce the PTV Vistro capacity greater than MKJI. Output performance PTV Vistro  results show a lower value than the calculation MKJI.
ANALISA PENGUJIAN EKSTRAKSI METODE SENTRIFUGAL DAN REFLUK PADA CAMPURAN AC-WC Karisma, Candra; Sulistyono, Sonya; Badriani, Ririn Endah
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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Two methods for determining asphalt content that's usually used are centrifugal and reflux method. Both of The two methods have the same theoretical principle, but different ways to separate mixtures. Centrifugal method separating a mixture by stirring the solvent and sample mechanically, but the reflux method with evaporation. This study, conducted a study of two methods for bitumen extraction test, bitumen extraction comparing results between the two methods, and compare with bitumen content plans. Three levels of AC-WC (5,5%, 6,0% and 6,5%) are used for bitumen extraction. Results of studies using F-test approaches showed significant differences between bitumen extraction test results (reflux and centrifugal) against the bitumen content plan. Indicated by the value of Fcount > Ftable (38,447 > 3,555). While the results of comparison testing between centrifugal and reflux extraction using T-test indicated that there were differences in the test results, but not significantly. Where indicated tcount < ttable (0,997 < 2,4469).Bitumen extraction test results reflux method most closely with bitumen value plans and standard deviation between the smallest test results. However, testing of bitumen extraction methods reflux testing requires a very long time.
PENENTUAN JALUR TERBAIK MASUK KOTA SAMPAI KE KAMPUS UNEJ DENGAN METODE ALGORITMA DIJKSTRA Putra, Arief Rachman Eka; Sukmawati, Sri; Sulistyono, Sonya
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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The traveler is always looking for the fastest route to reach the destination point. Similarly, guests of the Jember University come from outside the city, especially from the direction of Surabaya and reverse direction. To find the quickest route to the University of Jember, it takes distance and time information throughout the road leading to the campus of University of Jember. Using Dijkstra's algorithm method, distance and time of data may be processed in order to determine the fastest route to the Campus University of Jember. The results of the survey and analysis shows that the main roads include Jl. HayamWuruk, Jl. Gajah Mada, Jl. Sultan Agung and Jl. PB Sudirman became the fastest route to get to the Campus of the University of Jember.
DETERMINATION OF PASSENGER CARS EQUIVALENCE (PCE) USING LINEAR REGRESSION ANALYSIS METHOD (THE CASE STUDY IS THE ROAD OFAHMAD YANIAND PB. SUDIRMAN STREET, JEMBER) Putri, Nara Maika; Hasanuddin, Akhmad; Sulistyono, Sonya
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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Passenger car equivalence (PCE) is the conversion factor of various types of vehicles to become passenger cars. Passenger car equivalence function is to make uniform heterogeneous traffic flow into homogeneous traffic flow. The value of passenger car equivalence of each type of vehicle is different in each size, because every road has different traffic characteristics and geometric condition. This study was conducted in order to get the appropriate value of passenger car equivalence in the research area. The researcher colleted the data of traffic volume and the road’s geometry using Primer survey. The analysis method that is used to get the value of passenger car equivalence is multiple linier regression analysis. The finding values of passenger car equivalence in the PB. Sudirman street (2/2 UD) are MC = 0,32 and HV=2,31, the Ahmad Yani street (3/1) are MC= 0,34 and HV= 1,3. While, based on MKJI 1997 the passenger car equivalence values of PB. Sudirman street are MC=0,4 and HV = 1.3, andthe Ahmad Yani street are MC = 0.25 and HV = 1.3.So, the different values of passenger car equivalence in Sudirman Street are with rasio 11% for MC and 28% for HV. While, in Ahmad Yanistreet the different values are with rasio 14% for MC and 37% for HV. So that, in morning peak hours the value of DS regression in BP sudirman is smaller than MKJI and the difference is 7%. while in Ahmad Yani street, the value of DS regression is bigger than MKJI and the diference is 9%.
PERBANDINGAN NILAI STABILITAS DAN FLOW CAMPURAN AC-WC PADA PENGUJIAN MARSHALL MENGGUNAKAN ALAT UJI DIGITAL DAN ANALOG Zulfikar, Grandis; Sulistyono, Sonya; Hayati, Nunung Nuring
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 3 No 1 (2015): The 17th FSTPT of International Symposium
Publisher : FSTPT Indonesia

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Test characteristics of Marshall stability and flow generating value. Marshall test can use two types of tools, test equipment digital and analog test equipment. Digital test equipment in use and reading of data using a computer system. While analog test equipment in use and reading of data processing manually. This study used a mixture of AC-WC with optimum bitumen content of 6.5% were obtained from the results of the preliminary test, then made 28 test specimens (2 x 14). Marshall testing were performed using the Marshall test equipment. This study was guided by the Indonesian National Standard (SNI) preformance testing materials, mixing aggregate with asphalt, and the Marshall test. Based on the results of volumetric analysis and testing of Marshall characteristic analysis showed an average difference of two of the digital and analog test equipment there is no real difference. The average value of the results of the analysis and testing of the Marshall characteristics using a digital test equipment was obtained: density (kg / m 3) = 23,6; VMA (%) = 18,69; VIM (%) = 4,80; VFA (%) = 74,37; stability (kg) = 2165,00; flow (mm) = 4,11; MQ (kg / mm) = 574,48. Analog test equipment is obtained:: density (kg / m 3) = 23,6; VMA (%) = 18,76; VIM (%) = 4,88; VFA (%) = 74,01; stability (kg) = 2000,67; flow (mm) = 3,60; MQ (kg / mm) = 585,73.
Co-Authors Achmad Wicaksono Achmad Wicaksono Achmad Wicaksono Akhmad Hasanuddin Akhmad Taufik Aditama, Akhmad Taufik Arief Rachman Eka Putra, Arief Rachman Eka Arif Rifai, Arif Budi Hendrawan Cahyadi Setya Nugraha Candra Karisma, Candra Dadang Supriyanto Dano Quinta Revana Dewi Sri Asmoro Wulan Dwi Nurtanto Eko Hengky Prayitno Elsa Tri Mukti Firmansyah, Mohammad Rizal Gagas Hikmah Pradana Grandis Zulfikar, Grandis Heri Wahono Iin Ervina, Iin Ike Fibriani Imma Widyawati Agustin Inas Ade Zahra Ivan Agusta Farizhka Januar Ferry Irawan Jojok Widodo Soetjipto Ludfi Djakfar Ludfi Djakfar Maemonah, Maemonah Marco Sukma Widanar Mirtha Firmansyah Mohammad Rizal Firmansyah Muhammad Noor Dwi Eldianto Muhammad Saad, Muhammad Muhammad Zainul Arifin Nara Maika Putri, Nara Maika Ni Nyoman Suartini Nunung Nuring Hayati Oki Indra Prastana Putra, Januar Adi Rahmawan Budi Satryo, Rahmawan Budi Raka Aminul Ramadhani Ratih Novi Listyawati Ririn Endah Badriani, Ririn Endah Rizqi Choirul Wahdana Robit Dahnial Saiful Bukhori Setio Ramadhan, Setio Silfi Galuh Navitasari Slamet Widodo Sofia, Lisda Sofyan Sauri, Sofyan Sri Sukmawati Sri Wiwoho Mujanarko Syamsul Arifin Tiara Ayu Rahmawaty Tiopan Herny Manto Gultom Tri Tjahjono Umroh Makhmudah Willy Kriswardhana Windi Eka Yulia Retnani Wiwik Yunarni Widiarti Yuliana Sukarmawati Zakaria Zakaria