scholarly journals Evaluasi Kinerja Simpang Jl. Dr. Wahidin Sudiro Husodo – Jl. Mayjen Sungkono Terkait Pembangunan Underpass GKB Gresik

2021 ◽  
Vol 4 (1) ◽  
pp. 35
Author(s):  
Muhammad Shofwan Donny Cahyono ◽  
Adhi Muhtadhi ◽  
R. Endro Wibisono
Keyword(s):  
Traffic Engineering ◽  
Road Traffic ◽  
High Growth ◽  
High Growth Rate ◽  
Traffic Load ◽  
Degree Of Saturation ◽  
Level Of Service ◽  
Traffic Light ◽  
On The Road ◽  
The Right

The high growth rate of vehicles gives direct effect on high road traffic. The capacity of Surabaya-Gresik Highway, which is designed with 2 lanes on each lane, is no longer able to accommodate the existing traffic load. This is proven by frequent long traffic jams on Jalan dr. Wahidin S.H. Therefore it is the right time to construct the underpass.The purpose of this research was to define the peak hours, the degree of saturation, and the level of service that occurred on the road section of Dr. Wahidin S.H to the intersection of Gresik Grand Mosque due to the construction of the underpass in GKB Gresik. The method used in this study was identification of traffic character, traffic survey, and analysis of traffic performance of signalized intersections using the Indonesia Highway Capacity Manual. The results of the study were morning and afternoon peak hours. In the existing condition in 2020 the value of Saturation Degree (DS) was 0.858 > 0.75 (LOS) E. In 2026 in which it is 5-year prediction by using management of traffic engineering the value of degree saturation (DS) was 0.744 < 0.75, level of service (LOS) C. Conditions after management of traffic engineering with adjustment of traffic light time cycle at the intersection of Jl. Dr. Wahidin S.H. – Jl. Gresik – Babat – Jl. Mayjen Sungkono, widening of intersection geometry and the operation of left and right side frontage and setting of Traffic Signaling Equipment (APILL) showed a level of service (LOS) C, stable flow, but limited speed.

scholarly journals PENGARUH KEMACETAN DI SIMPANG SABILILLAH TERHADAP IMPLEMENTASI CITRA LALU LINTAS DI SIMPANG PROGRESIF

2015 ◽  
Vol 9 (2) ◽  
pp. 114
Author(s):  
Supiyono, Dwi Ratnaningsih, Rudy Ariyanto
Keyword(s):  
Road Traffic ◽  
Flame Length ◽  
Traffic Volume ◽  
Signalized Intersections ◽  
Degree Of Saturation ◽  
The Road ◽  
Road Section ◽  
On The Road ◽  
High Traffic Volume

Progress of a country in line with the progress of traffic (transport). Fluency in traffic is determined by the smoothness of traffic on the road. Problems often arise on the highway is congestion at the intersection. Neither was signalized intersections and signalized intersections. Problems at the intersection is less accuracy green flame at the intersection with the number of vehicles in a segment. A road with high traffic volume vehicle green flame low while other road traffic volume small green flame length. So in a long queue roads, while other roads are deserted while still green flame.     This study aims to minimize the occurrence of conflic at the intersection of green flame. Research will make iterations in the intersection, where a road section which will be nominated densely green flame, the flame of the green according to the volume of traffic on these roads. Each road will be a green flame in accordance with the volume of traffic, without having to change any program there is a change in traffic volume.The degree of saturation of the calculation obtained by ....Keywords: roads, hight traffic, progressive intersection, degree saturation

scholarly journals Ant Colony Optimization for Real Time Traffic Lights Control on a Single Intersection

2020 ◽  
Vol 14 (02) ◽  
pp. 196 ◽  
Author(s):  
Nouha Rida ◽  
Mohammed Ouadoud ◽  
Aberrahim Hasbi
Keyword(s):  
Road Traffic ◽  
Green Light ◽  
Optimal Solution ◽  
Ant Colony ◽  
Traffic Data ◽  
Traffic Light ◽  
Traffic Lights ◽  
The Road ◽  
Real Time Traffic ◽  
On The Road

In this paper, we present a new scheme to intelligently control the cycles and phases of traffic lights by exploiting the road traffic data collected by a wireless sensor network installed on the road. The traffic light controller determines the next phase of traffic lights by applying the Ant Colony Optimazation metaheuristics to the information collected by WSN. The objective of this system is to find an optimal solution that gives the best possible results in terms of reducing the waiting time of vehicles and maximizing the flow crossing the intersection during the green light. The results of simulations by the SUMO traffic simulator confirm the preference of the developed algorithm over the predefined time controller and other dynamic controllers.

scholarly journals A self-powered wireless sensor network for dynamic management of queues at traffic lights

2014 ◽  
Vol 15 (1) ◽  
pp. 42-52 ◽  
Author(s):  
Mario Collotta ◽  
Mario Denaro ◽  
Gianfranco Scatà ◽  
Antonio Messineo ◽  
Giuseppina Nicolosi
Keyword(s):  
Wireless Sensor Networks ◽  
Sensor Networks ◽  
Sensor Network ◽  
Road Traffic ◽  
Sensor Nodes ◽  
Wireless Sensor ◽  
Traffic Light ◽  
Dynamic Management ◽  
Traffic Lights ◽  
On The Road

Abstract The dynamic management of traffic light cycles is a really interesting research issue considering modern technologies, which can be used in order to optimise road junctions and then improve living conditions of the roads. Wireless sensor networks represent the most suitable technology, as they are easy to deploy and manage. The data relating to road traffic flows can be detected by the sensor network and then processed through the innovative approach, proposed in this work, in order to determine the right green times at traffic lights. Although wireless sensor networks are characterized by very low consumption devices, the continuous information transmission reduces the life cycle of the whole network. To this end, the proposed architecture provides a technique to power the sensor nodes based on piezoelectric materials, which allow producing potential energy taking advantage of the vibration produced by the passage of vehicles on the road.

scholarly journals Improving the level of road traffic service in large and medium-sized cities of Russia

2020 ◽  
Vol 17 (1) ◽  
pp. 191-197
Author(s):  
A. I. Solodkiy ◽  
◽  
N. V. Chernikh ◽  
Keyword(s):  
Simulation Modeling ◽  
Road Network ◽  
Road Traffic ◽  
Level Of Service ◽  
The Road ◽  
Legal Documents ◽  
On The Road

The paper considers the problem of improving the level of road traffic services. The level of service for various categories of city streets in practice does not correspond to the values given in normative legal documents. Therefore, the task of increasing the level of service to the indicated values on the road network is urgent. Herewith, it is important to specify the object of improvement, namely, the basic street-road network, through which the bulk of the transportation correspondence is implemented, since it is there that the greatest loss of the user time occurs. An effective tool in this work is the development of a set of measures using simulation modeling aimed at improving the level of traffic services on the street-road network.

scholarly journals EVALUASI KEBUTUHAN RAMBU LALU LINTAS PADA RUAS JALAN PERBATASAN ANTARA KABUPATEN BANTUL-GADING DI GUNUNGKIDUL, YOGYAKARTA

2017 ◽  
Vol 18 (1) ◽  
pp. 1
Author(s):  
Setio Boedi Arianto ◽  
Dwi Heriwibowo
Keyword(s):  
Traffic Engineering ◽  
Road Traffic ◽  
Warning Signs ◽  
Border Crossing ◽  
Qualitative And Quantitative Analysis ◽  
Traffic Signs ◽  
Qualitative And Quantitative ◽  
The Road ◽  
On The Road ◽  
Monitoring Devices

ABSTRACTThe purpose of this research is to find out the number of road traffic facilities requirement as monitoring devices toward the implementation of management and traffic engineering in order to support safety road. The analytical method used are Descriptive Qualitative and Quantitative analysis. The conclusions of this study are the characteristics of road geometric in Gunungkidul Regency on the road border crossing between Bantul Regency and Gading Regency mostly are uphill and downhill road combined with curves roadside segmented which are indicates accidents-prone areas. Therefore it is required some of traffic signs for this segment about 128 units which are consisting of order signs 2 units, instruction signs 13 units, warning signs 108 units, and prohibition signs 5 units. Currently the number of traffic signs installed are 76 units consisting of order signs 2 units, signs instruction 4 units, warning signs 67 units, and prohibition signs 3 units, for this there are a shortage of traffic signs for 52 units consisting of signs instruction 9 units, warning signs 41 units, and prohibition signs 2 units.ABSTRAKTujuan melakukan penelitian adalah untuk mengetahui jumlah kebutuhan perlengkapan jalan sebagai alat pengawasan terhadap pelaksanaan manajemen dan rekayasa lalu lintas dalam rangka keselamatan jalan. Metode analisis yang digunakan adalah analisis deskriptif kualitatif dan kuantitatif. Kesimpulan dari penelitian ini adalah kondisi geometri jalan di Kabupaten Gunungkidul pada ruas jalan batas Kabupaten Bantul-Gading, yaitu berupa tanjakan dan turunan serta tikungan tajam dan segmen jalan ini merupakan daerah rawan kecelakaan. Karenanya dibutuhkan rambu-rambu lalu lintas pada segmen jalan ini sebanyak 128 unit terdiri atas rambu perintah 2 unit, rambu petunjuk 13 unit, rambu peringatan 108 unit, dan rambu larangan 5 unit. Untuk saat ini jumlah rambu lalu lintas terpasang adalah 76 unit yang terdiri atas rambu perintah 2 unit, rambu petunjuk 4 unit, rambu peringatan 67 unit, dan rambu larangan 3 unit, sehingga terdapat kekurangan jumlah rambu 52 unit yang terdiri atas rambu petunjuk 9 unit, rambu peringatan 41 unit, dan rambu larangan 2 unit.

scholarly journals Strategic Risk Measures in Road Traffic

2010 ◽  
Vol 13 (1) ◽  
pp. 197-208 ◽  
Author(s):  
Kazimierz Jamroz
Keyword(s):  
Traffic Engineering ◽  
Road Safety ◽  
Road Traffic ◽  
Risk Measures ◽  
Specific Area ◽  
Strategic Risk ◽  
Road Users ◽  
The Right ◽  
Strategic Goal

Strategic Risk Measures in Road Traffic Strategic risk is a long-term risk which forms part of long-term decisions taken by organisations which manage road safety in a specific area. The strategic risk on a country's road network is the uncertainty about the strategic goal which is to protect road users from death and injury. When estimating risk in traffic engineering it is important to use the right measures of risk and methods for calculating or forecasting risk. The paper presents an analysis of macro level measures of strategic risk in road traffic.

Research on Traffic Flow Redistribution Algorithm under the Traffic Accident

2012 ◽  
Vol 253-255 ◽  
pp. 1747-1750
Author(s):  
Yong Cun Zhu ◽  
Wen Yong Li ◽  
Yang Zhang ◽  
Tao Wang
Keyword(s):  
Traffic Flow ◽  
Road Traffic ◽  
Traffic Load ◽  
Route Guidance ◽  
The Road ◽  
Allocation Method ◽  
The Right ◽  
Capacity Constrained ◽  
Dynamic Route ◽  
The Impact

To reduce traffic incident, it is imperative to take effective measures. This paper presents a dynamic route guidance method based on capacity constrained allocation method. Firstly, it analyzes the character of capacity constrained allocation method which takes into account the right of way and traffic load characteristics and used ant algorithms to optimize algorithm. Secondly, it integrates with multi-period continuous dynamic route guidance to realize the redistribution of road traffic flow . Finally, an example is took to prove that this manner can be a perfect solution to the road traffic evens on the impact of the road traffic flow.

scholarly journals Analisis Penggunaan Lampu Lalu Lintas Pada Persimpangan Jalan Imam Bonjol Dengan Jalan Suprapto Kota Palangka Raya Dengan Menggunakan Metode MKJI

2015 ◽  
Vol 14 (2) ◽  
Author(s):  
Nirwana Puspasari ◽  
Parsi Sahara
Keyword(s):  
Field Survey ◽  
Degree Of Saturation ◽  
Level Of Service ◽  
Traffic Light ◽  
Average Delay ◽  
Traffic Lights ◽  
Signal Light ◽  
Traffic Conflicts ◽  
Standard Value ◽  
The City

The better of society welfare makes the development rate of traffic as a means transportation is increasing as well. On the crossroad of Suprapto and Imam Bonjol street in Palangka Raya city, traffic conflicts often happened there due to the flow of traffic at the intersection is quite crowd in the morning, afternoon and evening. This study was conducted to analyze the performance of intersection by using MKJI done by comparing the time of red, green and circle time with the analysis results due to the changes in volume today. By using MKJI method, the variable is the size of the city, geometric, direction of flow, volume, velocity and phase. The results of the field survey dan the result of the analysis so the level of service and utilization of signal light at Suprapto � Imam Bonjol is good enough, but for the using of traffic light at the intersection is still needed because of the degree of saturation (DS) on pendekat North = 0.618, Pendekat West = 0.635 and Pendekat East = 0.364 which still meets the standard value of Degree of Saturation, that is = 0.85 with an average delay of 2.83 sec/smp, and it means that the crossroad did not have traffic jams during rush hour. At this crossroad, it does not need any setting with traffic lights, but it is enough to be paired in median only.

scholarly journals Simulasi Manajemen dan Rekayasa Lalulintas Untuk Meningkatkan Kinerja Simpang Tiga Tak Bersinyal Pada Jalan Jatiraya – Kahuripan Nirwana Kabupaten Sidoarjo (Management and Traffic Engineering Simulation to Improve The Unsignalised Intersection Performance on Jalan Jatiraya – Kahuripan Nirwana Kabupaten Sidoarjo)

2016 ◽  
Vol 1 (01) ◽  
pp. 32
Author(s):  
Kurnia Hadi Putra ◽  
Faisal Rosih Alfanan
Keyword(s):  
Traffic Engineering ◽  
Traffic Congestion ◽  
Degree Of Saturation ◽  
Primary Data ◽  
Level Of Service ◽  
Highway Capacity ◽  
Highway Capacity Manual ◽  
Toll Road ◽  
Commercial Area ◽  
The One

AbstractUnsignalised 3-way intersection at Jati Raya – Kahuripan Nirvana streets is an area with high traffic congestion. It caused by the increasing of vehicle volume at rush hour. In addition, the surrounded area of the intersection is a commercial area with a dense population and the intersection is also the main access to the toll road. To deal with these conditions, management and traffic engineering need to be done. The method of field surveys is conducted to obtain primary data and the existing condition. All the traffic data is obtained from the number of vehicles passing through the intersection for four days (27-30 May 2016). Then, all the data is recapitulated and calculated using the formula of Indonesian Highway Capacity Manual 1997. As the result, it can be concluded that the 3-way intersection at Jati Raya – Kahuripan Nirvana has the degree of saturation (DS) 1.23. This value is far from the one suggested by MKJI 1997 for the unsignalized 3-way intersection, i.e. DS = 0.85. Therefore, management and traffic engineering are conducted to overcome these conditions. The fourth alternative shows the DS 0,51 with Level of Service C.Keywords: Unsignalised Intersection, Degree of Saturation, Management and Traffic Engineering AbstrakSimpang tiga tak bersinyal pada jalan Jati Raya – Kahuripan Nirwana merupakan daerah yang sering mengalami kemacetan. Hal ini disebabkan oleh pertumbuhan lalu lintas yang cukup tinggi, selain itu disekitar simpang merupakan daerah komersil, pemukiman penduduk dan akses menuju jalan tol. Dalam mengatasi permasalahan pada simpang digunakan manajemen dan rekayasa lalu lintas. Metode yang digunakan adalah metode survei lapangan untuk mendapatkan data primer dan kondisi eksisting. Data lalu lintas diperoleh dari jumlah kendaraan yang melintasi simpang selama empat hari (27-30 Mei 2016). Kemudian data tersebut diolah dengan perhitungan Manual Kapasitas Jalan Indonesia (MKJI) 1997. Dari hasil analisis data dapat disimpulkan bahwa simpang jalan Jati Raya – Kahuripan Nirwana memiliki nilai Derajat Kejenuhan (DS) = 1,23 dengan Level Of Service LOS (F) . Nilai itu jauh dari nilai yang disarankan oleh MKJI 1997 untuk simpang tak bersinyal yaitu DS = 0,85. Oleh karena itu dilakukan beberapa alternatif solusi manajemen dan rekayasa lalu lintas. Dalam mengatasi kemacetan diambil alternatif solusi yang menghasilkan derajat kejenuhan (DS) paling kecil dengan nilai = 0,51 dengan Level Of Service LOS (C) yang terjadi pada alternatif empat.Kata kunci: Simpang tak bersinyal, Derajat Kejenuhan, Manajemen rekayasa lalulintas

scholarly journals The Application of Data Mining Technology to Build a Forecasting Model for Classification of Road Traffic Accidents

2015 ◽  
Vol 2015 ◽  
pp. 1-8 ◽  
Author(s):  
Yau-Ren Shiau ◽  
Ching-Hsing Tsai ◽  
Yung-Hsiang Hung ◽  
Yu-Ting Kuo
Keyword(s):  
Traffic Engineering ◽  
Traffic Accidents ◽  
Road Traffic ◽  
Principal Component ◽  
Recursive Feature Elimination ◽  
Road Traffic Accidents ◽  
Factors Affecting ◽  
The Road ◽  
On The Road ◽  
Central Taiwan

With the ever-increasing number of vehicles on the road, traffic accidents have also increased, resulting in the loss of lives and properties, as well as immeasurable social costs. The environment, time, and region influence the occurrence of traffic accidents. The life and property loss is expected to be reduced by improving traffic engineering, education, and administration of law and advocacy. This study observed 2,471 traffic accidents which occurred in central Taiwan from January to December 2011 and used the Recursive Feature Elimination (RFE) of Feature Selection to screen the important factors affecting traffic accidents. It then established models to analyze traffic accidents with various methods, such as Fuzzy Robust Principal Component Analysis (FRPCA), Backpropagation Neural Network (BPNN), and Logistic Regression (LR). The proposed model aims to probe into the environments of traffic accidents, as well as the relationships between the variables of road designs, rule-violation items, and accident types. The results showed that the accuracy rate of classifiers FRPCA-BPNN (85.89%) and FRPCA-LR (85.14%) combined with FRPCA is higher than that of BPNN (84.37%) and LR (85.06%) by 1.52% and 0.08%, respectively. Moreover, the performance of FRPCA-BPNN and FRPCA-LR combined with FRPCA in classification prediction is better than that of BPNN and LR.

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