PENENTUAN BIAYA KEMACETAN LALU LINTAS PADA SIMPANG BERSINYAL SGM YOGYAKARTA

2019 ◽  
Vol 19 (2) ◽  
pp. 77-86
Author(s):  
Noor Mahmudah ◽  
Evie Andriani
Keyword(s):  
Traffic Congestion ◽  
Performance Indicator ◽  
Service Level ◽  
Traffic Volume ◽  
Signalized Intersection ◽  
Level Of Service ◽  
Vehicle Speed ◽  
Geometric Conditions ◽  
Congestion Costs ◽  
High Traffic Volume

Abstract The SGM signalized intersection in the city of Yogyakarta is a junction with high traffic volume and has the potential to cause traffic congestion. This study aims to analyze the performance of this intersections and es-timate costs due to congestion that occurs. This study was performed by conducting a field survey to determine the geometric conditions, traffic volume, cycle time, and vehicle speed. The data obtained are then analyzed and modeled using Vissim 10 software. The intersection performance indicator considered is the queue length and level of service. The calculation of congestion costs using indicators of vehicle numbers, vehicle operating costs, spot speed, desired speed, travel time value, and queue time. The results of the observation showed that the performance of the SGM signalized intersection in Yogyakarta was very poor, with the level of service F at peak hours, so that repairs need to be done. In this study, the recommended solution consists of 2 alternatives, namely alternative 1, by changing the phase, and alternative 2, by widening the road. The results of the analysis show that alternative 2 provides the best solution to improve performance and reduce congestion costs at the intersection. Keywords: signal intersection, congestion costs, service level, intersection performance, queue  Abstrak Simpang bersinyal SGM di Kota Yogyakarta merupakan suatu simpang dengan volume lalu lintas tinggi dan berpotensi menimbulkan kemacetan lalu lintas. Penelitian ini bertujuan untuk menganalisis kinerja simpang tersebut dan mengestimasi biaya akibat kemacetan yang terjadi. Studi ini dilakukan dengan melakukan survei lapangan untuk mengetahui kondisi geometrik, volume lalu lintas, waktu siklus, dan kecepatan kendaraan. Data yang diperoleh selanjutnya dianalisis dan dimodelkan menggunakan perangkat lunak Vissim 10. Indikator kinerja simpang yang dipertimbangkan adalah antrian dan tingkat pelayanan. Perhitungan biaya kemacetan menggunakan indikator jumlah kendaraan, biaya operasional kendaraan, kecepatan sesaat, kecepatan ideal, nilai waktu perjalanan, dan waktu antrian. Hasil pengamatan menunjukkan bahwa kinerja simpang bersinyal SGM Yogyakarta sangat buruk, dengan tingkat pelayanan F pada jam puncak, sehingga perlu dilakukan perbaikan. Pada kajian ini, solusi yang direkomendasikan terdiri atas 2 alternatif, yaitu alternatif 1, dengan mengubah fase, dan alternatif 2, dengan melakukan pelebaran jalan. Hasil analisis menunjukkan bahwa alter-natif 2 memberikan solusi terbaik untuk meningkatkan kinerja dan mengurangi biaya kemacetan pada simpang. Kata-kata kunci: simpang bersinyal, biaya kemacetan, tingkat pelayanan, kinerja simpang, antrian

scholarly journals Analysis of congestion cost at signalized intersection using Vissim 9 (Case study at Demak Ijo Intersection, Sleman)

2018 ◽  
Vol 181 ◽  
pp. 06001
Author(s):  
Noor Mahmudah ◽  
Rizkie Akbar ◽  
Muchlisin
Keyword(s):  
Traffic Congestion ◽  
Traffic Volume ◽  
Signalized Intersection ◽  
Average Delay ◽  
Traffic Condition ◽  
The Road ◽  
Congestion Cost ◽  
Road Capacity ◽  
High Traffic Volume

Due to imbalance of road capacity and traffic volume, so traffic congestion will be occurred either along the road and intersection. Demak Ijo intersection is one of signalized junction located in the western part of Yogyakarta with high traffic volume so traffic congestion is frequently occurred. The aim of this study is to analyze the performance of existing traffic condition and then estimate the congestion cost at signalized intersection by modeling (simulation) using Vissim 9. The analysis results show that existing traffic condition is in very bad condition (level F), average delay of 80 seconds, average queue length of 48.73 meters with congestion cost is about Rp. 2,830,336 per hour.

scholarly journals THE TRAFFIC VOLUME AND LEVEL OF SERVICE (LOS) OF UNIVERSITI PUTRA MALAYSIA (UPM) SERDANG CAMPUS MAIN ACCESS

2019 ◽  
Vol 17 ◽  
Author(s):  
Zakiah Ponrahono ◽  
Noorain Mohd Isa ◽  
Ahmad Zaharin Aris ◽  
Rosta Harun
Keyword(s):  
Traffic Flow ◽  
Traffic Congestion ◽  
Noise Pollution ◽  
Traffic Volume ◽  
Level Of Service ◽  
Idle Mode ◽  
The Road ◽  
Road Capacity ◽  
Motorized Vehicles ◽  
University Setting

The inbound and outbound traffic flow characteristic of a campus is an important physical component of overall university setting. The traffic circulation generated may create indirect effects on the environment such as, disturbance to lecturetime when traffic congestion occurs during peak-hours, loss of natural environment and greenery, degradation of the visual environment by improper or illegal parking, air pollution from motorized vehicles either moving or in idle mode due to traffic congestion, noise pollution, energy consumption, land use arrangement and health effects on the community of Universiti Putra Malaysia (UPM) Serdang. A traffic volume and Level of Service (LOS) study is required to facilitate better accessibility and improves the road capacity within the campus area. The purpose of this paper is to highlight the traffic volume and Level of Service of the main access the UPM Serdang campus. A traffic survey was conducted over three (3) weekdays during an active semester to understand the traffic flow pattern. The findings on traffic flow during peak hours are highlighted. The conclusions of on-campus traffic flow patterns are also drawn.

scholarly journals KAJIAN TUNDAAN LALU LINTAS PADA SIMPANG BERSINYAL (Studi Kasus: Simpang Jl. Brigjen Sudiarto - Jl. Majapahit - Jl. Fatmawati Kota Semarang)

2020 ◽  
Vol 25 (1) ◽  
pp. 32
Author(s):  
Jayanti Rizqi Novianka P ◽  
Khrisna Dwi Hidayati ◽  
Supriyadi Supriyadi ◽  
Junaidi Junaidi
Keyword(s):  
Road Traffic ◽  
Secondary Data ◽  
Service Level ◽  
Traffic Volume ◽  
Degree Of Saturation ◽  
Traffic Data ◽  
Data Traffic ◽  
The Road ◽  
Geometric Conditions ◽  
Vehicle Data

Traffic volume in Semarang City has increased every year due to the increasing number of vehicles. Congestion that occurs at the T-junction intersection Jl. Brigjen Sudiarto - Jl. Majapahit is one of the impacts of high traffic growth and the traffic system is not functioning properly. By considering the geometric conditions of the road, traffic volume, side obstacles and the intersection environment which is a commercial area, it is necessary to analyze the cause of the congestion at the intersection. The research conducted was to conduct a field survey to obtain primary and secondary data which are then processed using intersection management. Planning uses the 1997 Indonesian Road Capacity Manual (MKJI) and uses the Excel 2013 program to process traffic data. Traffic data is obtained from recording the number of vehicles in the field for 3 days (April 29, 01 and May 4, 2019) during peak hours and presented in the form of a vehicle data table, then the behavior of the intersection can be analyzed. From the analysis results obtained value of the degree of saturation (DS) at the intersection of Jl. Brigjen Sudiarto - Jl. Majapahit 0.991. This value has exceeded the required value by the 1997 MKJI, DS ≤ 0.85. The analysis shows that the average traffic delay is 141,320 sec / pcu, so this intersection has a Service Level (LOS) F (> 60).

scholarly journals THE TRAFFIC VOLUME AND LEVEL OF SERVICE (LOS) OF UNIVERSITI PUTRA MALAYSIA (UPM) SERDANG CAMPUS MAIN ACCESS

2019 ◽  
Vol 17 (10) ◽  
Author(s):  
Zakiah Ponrahono ◽  
Noorain Mohd Isa ◽  
Ahmad Zaharin Aris ◽  
Rosta Harun
Keyword(s):  
Traffic Flow ◽  
Traffic Congestion ◽  
Noise Pollution ◽  
Traffic Volume ◽  
Level Of Service ◽  
Idle Mode ◽  
The Road ◽  
Road Capacity ◽  
Motorized Vehicles ◽  
University Setting

The inbound and outbound traffic flow characteristic of a campus is an important physical component of overall university setting. The traffic circulation generated may create indirect effects on the environment such as, disturbance to lecturetime when traffic congestion occurs during peak-hours, loss of natural environment and greenery, degradation of the visual environment by improper or illegal parking, air pollution from motorized vehicles either moving or in idle mode due to traffic congestion, noise pollution, energy consumption, land use arrangement and health effects on the community of Universiti Putra Malaysia (UPM) Serdang. A traffic volume and Level of Service (LOS) study is required to facilitate better accessibility and improves the road capacity within the campus area. The purpose of this paper is to highlight the traffic volume and Level of Service of the main access the UPM Serdang campus. A traffic survey was conducted over three (3) weekdays during an active semester to understand the traffic flow pattern. The findings on traffic flow during peak hours are highlighted. The conclusions of on-campus traffic flow patterns are also drawn.

scholarly journals Evaluasi Simpang Bersinyal (Ber – Apill) Tanjung Barat – Pasar Minggu Berdasarkan MKJI dan Kondisi Lapangan

2015 ◽  
Vol 11 (1) ◽  
pp. 35
Author(s):  
Hikma Dewita
Keyword(s):  
Traffic Flow ◽  
Cycle Time ◽  
Traffic Congestion ◽  
Field Data ◽  
Service Level ◽  
Signalized Intersection ◽  
Degree Of Saturation ◽  
Primary Data ◽  
Planning Cycle ◽  
High Pass

Signalized Intersection (air-APILL) Tanjung Barat – Pasar Minggu (South Jakarta) is an intersection that had existed before the overpass (fly over) TB. Simatupang was built. Currently the number of vehicles entering the intersection is moving slowly due to the density of traffic flow and as a result of delay (delay). In addition, the presence of lines KRL Jakarta - Depok - Bogar traffic with a frequency high pass makes congestion worse. The purpose of this the research was to evaluate performance of signalized intersection (air-APILL) Tanjung Barat – Pasar Minggu (South Jakarta) adjust arrangements the existing traffic ligtht  with arrangement traffic ligtht from the result of the planning (MKJI).Primary data is obtained by performing a direct survey in the field. Data was processed and analyzed with reference MKJI up performance earned junction. Parameters which will be considered are cycle time, degree of saturation, the number of vehicles queued, long queues, delays and service level junction. It is advisable to avoid the traffic congestion of both traffic flow, the existing cycle time adjusted to the results of the planning cycle time.

scholarly journals Analisis Lalu Lintas Ruas Jalan Denpasar-Gilimanuk Tabanan Bali Masa Pendemi Covid 19

2021 ◽  
Vol 8 (2) ◽  
pp. 137-144
Author(s):  
Dwi Wahyu Hidayat ◽  
Budi Mardikawati ◽  
Yogi Oktopianto ◽  
Siti Shofiah
Keyword(s):  
Service Level ◽  
Flow Speed ◽  
Degree Of Saturation ◽  
Level Of Service ◽  
Vehicle Speed ◽  
Main Route ◽  
The Road ◽  
Analysis Process ◽  
National Road ◽  
The City

Tabanan Regency is one of the regencies that is traversed by the main route connecting Gilimanuk-Denpasar so that the road is known as Jalan Raya Denpasar-Gilimanuk. The road is a National Road which is the main route connecting the districts in western Bali, namely Jembrana Regency, Tabanan Regency, Badung Regency and Denpasar City. In addition, with the increasing activities of the Tabanan community, especially those in the city of Tabanan who travel either to the city of Denpasar or to other areas, passing through this route which is the main route that serves transportation activities from Tabanan to Denpasar and vice versa. In this location there are many places that cause attraction, namely shopping centers, stalls and places of worship. Therefore, congestion on these roads often occurs, especially at peak hours of traffic flow (Peak Hour). This research was conducted on the performance of roads to determine the level of service. The data analysis process uses the method of calculating the Manual Kapasitas Jalan Indonesia (MKJI) 1997). The results showed that the Tabanan-Denpasar road, Jl Ahmad Yani, during the COVID-19 pandemic PPKM level 4 was obtained, the road capacity was 2,457 smp/hour, the free flow speed was 46.48 km/hour, the degree of saturation was 0.79, the light vehicle speed value was 36 km/hour with a travel time of 25 seconds. Based on the value of the degree of saturation on the Tabanan-Denpasar road, Jl Ahmad Yani during the COVID-19 pandemic PPKM level 4 of 0.79, then the level of service for the road was entered at Service level D.

scholarly journals Traffic volume Analysis of Newly Developing semi-urban Road

2020 ◽  
Vol 184 ◽  
pp. 01116
Author(s):  
S. Venkatcharyulu ◽  
V. Mallikarjunareddy
Keyword(s):  
Traffic Congestion ◽  
Noise Pollution ◽  
Traffic Volume ◽  
Level Of Service ◽  
Urban Road ◽  
The Road ◽  
Traffic Conditions ◽  
Traffic Delays ◽  
On The Road ◽  
Vehicle Movement

The purpose of the study and analyze traffic vehicular at peak hours, traffic congestion, determine level of service and provide suitable solution to reduce congestion and improve level of service. Hyderabad is a rapidly urbanizing metropolitan city with a population of 68.1lakhs. The increasing population has led to a tremendous increase in vehicular ownership resulting in high motorization rates. Vehicular population in Hyderabad is about 50lakhs. This increase in vehicular population, congestion and hazardous traffic conditions have resulted in traffic congestions, traffic delays, accidents, environ, noise pollution, air pollution and many more. Traffic volume studies are conducted for the counting number vehicles in th study area . . Data obtained from Nizampet road from the Miyapur useful for the identification of Heavy vehicular flow which studied and number of vehicle movement has studied . The data collected from surveys will be used for determination(PHO) and analysing the traffic volume, passenger car unit (PCU), congestion, Peak hour factor and Directional distribution, volume capacity ratio. A report is to be made on the road of 7km, semi urban road Miyapur X road to Nizampet ,(Hyderabad,INDIA) is studied for vehicles count, road conditions, traffic conditions, peak hour volume, pedestrian count where congestion usually happens, manually using tally sheets and recommend some measures for increasing Level of service of the road. The semi urban road has newly grown village which is immediate vicinity to the developed area. Hence the study of This traffic vehicular moment will help the local authorities to take decisions and finally control over movement of the vehicles.

scholarly journals ŽIEDINIŲ SANKRYŽŲ ANALIZĖ IR REKOMENDACIJOS JOMS TAIKYTI LIETUVOS VALSTYBINĖS REIKŠMĖS MAGISTRALINIUOSE IR KRAŠTO KELIUOSE / ANALYSIS OF ROUNDABOUTS AND RECOMMENDATIONS FOR THEIR USE IN LITHUANIAN MAIN AND NATIONAL ROADS

2018 ◽  
Vol 10 (0) ◽  
pp. 1-8
Author(s):  
Sandra Jakulytė ◽  
Virgaudas Puodžiukas
Keyword(s):  
Traffic Safety ◽  
Traffic Congestion ◽  
Significant Proportion ◽  
Level Of Service ◽  
Vehicle Speed ◽  
Road Accidents ◽  
The Road ◽  
Foreign Countries ◽  
Average Annual Daily Traffic ◽  
Functional Purpose

Usually, during the implementing the traffic safety policy, it is often decided to install a roundabout at an emergency junction. The reason is that roundabouts have long been considered the safest intersections due to the low number of conflict points and features to reduce vehicle speed. Unfortunately, the design of circular junctions is a responsible process, during which it is necessary to take into account not only the indicators of traffic safety but also the functional purpose of the road. It is known that the roads are classified according to their functional purpose into 3 groups: transit, connecting and access. By these groups in foreign countries are regulated geometric parameters of roads, possible types of intersections and design classes. Transit roads are subject to the highest requirements, because on these roads predominate uninterrupted traffic flow (the change in speed cannot be more than 10%) and a significant proportion of heavy-cargo vehicles, and the roundabout in such a path causes chaos due to its ability to reduce vehicle speeds (the speed drops by more than 10%). Lithuania faces a problem due to the lack of regulation of the implementation of roundabouts, the traffic congestion of vehicles, fuel consumption, traffic and increase in road accidents. It is not enough to analyze only the average annual daily traffic to design and install a roundabout. It is necessary to take into account the functional purpose of the road, the directional distribution of traffic at the intersection, the 30th-highest hour of traffic volume, capacity and level of service, in other words, to carry out a thorough analysis and research. In this article, there is the analysis of the annular intersection at the A4 Vilnius–Varėna–Gardinas 101.7 km highway. The research determines whether the level of service of the roundabouts meet road level of service according to the functional purpose of the road. Santrauka Vykdant eismo saugumo užtikrinimo politiką, dažnai priimamas sprendimas avaringoje sankryžoje įrengti žiedinę sankryžą. To priežastis yra ta, kad žiedinės sankryžos ilgą laiką buvo laikomos saugiausiomis sankryžomis dėl mažo konfliktinių taškų skaičiaus ir savybės sumažinti transporto priemonių greitį. Deja, žiedinių sankryžų projektavimas atsakingas procesas, kurio metu būtina atsižvelgti ne tik į eismo saugumo rodiklius, tačiau ir į kelio, kuriame ji projektuojama, funkcinę paskirtį. Kaip žinoma, keliai skirstomi pagal savo funkcinę paskirtį į 3 grupes: tranzitiniai, jungiamieji ir privažiavimo, pagal šias grupes užsienio šalyse reglamentuojami kelių geometriniai rodikliai, galimi sankryžų tipai, projektavimo klasės. Tranzitiniams keliams taikomi aukščiausi reikalavimai, nes tokiuose keliuose vyrauja tolygus eismas (važiavimo greičio pokytis negali būti didesnis nei 10 %), didelė sunkiasvorių transporto priemonių dalis eisme, o žiedinė sankryža tokiame kelyje sukelia chaosą dėl savo savybės sumažinti transporto priemonių greitį (greitis mažėja daugiau nei 10 %). Lietuva susiduria su problema – dėl netinkamo žiedinių sankryžų rengimo reglamentavimo valstybinės reikšmės keliuose susidaro transporto priemonių spūstys, didėja kuro sąnaudos, dažnai padaugėja ir eismo įvykių. Norint projektuoti ir įrengti žiedinę sankryžą, neužtenka analizuoti vien vidutinio metinio paros eismo intensyvumo, būtina atsižvelgti į kelio funkcinę paskirtį, kryptinį srautų pasiskirstymą sankryžoje, 30-osios valandos eismo intensyvumą, eismo pralaidumą ir eismo kokybės rodiklius, t. y. atlikti išsamius tyrimus ir analizes. Straipsnyje analizuojama žiedinė sankryža, esanti valstybinės reikšmės magistraliniame kelyje A4 Vilnius–Varėna–Gardinas 101,7 km, tyrimo metu nustatoma, ar žiedinės sankryžos eismo kokybės rodikliai atitinka kelio eismo kokybės rodiklius pagal kelio funkcinę paskirtį.

scholarly journals Assessment at Al-Ameer signalized intersection in Samawa city

2018 ◽  
Vol 162 ◽  
pp. 01039
Author(s):  
Hasan Joni ◽  
Mafaz Hikmatt
Keyword(s):  
Video Recording ◽  
Evaluation Process ◽  
Traffic Volume ◽  
Signalized Intersection ◽  
Level Of Service ◽  
Volume Data ◽  
Geometric Properties ◽  
Existing Problems ◽  
Traffic Performance ◽  
East West

The aim of this paper is to evaluate traffic performance of Al-Ameer signalized intersection in Samawa city, which fits with the prevailing conditions and geometric properties of the intersection. The technique of video recording has used for collection the traffic volume data for all approaches. These data are abstracted from video films. SYNCHRO 8 software was used to evaluate and analyze the intersection and choose the best suggestion. The evaluation process result showed that the intersection is operated with level of service (LOS F). By suggestion of several strategies which vary from signal optimization to geometric improvements. The best solution has been found by suggestion an overpass at the east-west direction, and the level of service has improved from (LOS F) to (LOS C), this result is considered an acceptable and economical solution for the existing problems at intersection.

scholarly journals ANALISIS KINERJA SIMPANG BERSINYAL BERLENGAN EMPAT

2015 ◽  
Vol 1 (1) ◽  
pp. 69-76
Author(s):  
Mohd Isa T. Ibrahim ◽  
Meliyana Meliyana ◽  
Saifannur Saifannur
Keyword(s):  
Data Collection ◽  
Traffic Flow ◽  
Service Level ◽  
Traffic Volume ◽  
Degree Of Saturation ◽  
Highway Capacity ◽  
Average Delay ◽  
Highway Capacity Manual ◽  
The North ◽  
High Traffic Volume

Simpang Surabaya is one of the intersections that have high traffic volume. Problems that occur in Simpang Surabaya is the density of traffic flow at peak hours. The objective of  this studyis to analyze the performance of four approaches intersection with traffic signals.Video camera was installed in the data collection then  analyze with Indonesian Highway Capacity Manual (MKJI). The result showed that  at peak hour the highest flow  on the North approache, South approache, East approache, and West approaches respectively 1135 smp hour, 2218 smp hour, 863 smp/hour and 1517 smp hour. Capacity of existing condition in North approache, South approache, East approache, and West approache respectively by 1436 smp/hour, 2806 smp/ hour, 1092 smp/ hour  and 1920 smp/hour. The degree of saturation of each approache is 0.79 and the average delay is 44.92 sec / smp. Based on the results obtained, the Simpang Surabaya is at the service level D.

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