Analisis Kinerja dan Pengaruh Pelebaran Jalan serta Pembuatan Median Jalan (Studi Kasus Jalan Temanggung Tilung Kota Palangkaraya)

2018 ◽  
Vol 7 (1) ◽  
pp. 51-60
Author(s):  
Fitri Wulandari ◽  
Nirwana Puspasari ◽  
Noviyanthy Handayani
Keyword(s):  
Data Retrieval ◽  
Service Level ◽  
Traffic Volume ◽  
Primary Data ◽  
Volume Data ◽  
Saturation Degree ◽  
The Road ◽  
Before And After ◽  
Road Widening ◽  
The Way

Jalan Temanggung Tilung is a 2/2 UD type road (two undirected two-way lanes) with a road width of 5.5 meters, which is a connecting road between two major roads, namely the RTA road. Milono and the path of G. Obos. Over time, the volume of traffic through these roads increases every year, plus roadside activities that also increase cause congestion at several points of the way. To overcome this problem, the local government carried out road widening to increase the capacity and level of road services. The study was conducted to determine the amount of traffic volume, performance, service level of the Temanggung Tilung road section at peak traffic hours before and after road widening. Data retrieval is done by the direct survey to the field to obtain primary data in the form of geometric road data, two-way traffic volume data, and side obstacle data. Performance analysis refers to the 1997 Indonesian Road Capacity Manual (MKJI) for urban roads. From the results of data processing, before increasing the road (Type 2/2 UD), the traffic volume that passes through the path is 842 pcs/hour and after road widening (Type 4/2 UD) the traffic volume for two directions is 973 pcs/hour, with route A equaling 528 pcs/hour and direction B equaling 445 pcs/hour. Based on the analysis of road performance before road enhancement, the capacity = 2551 pcs/hour, saturation degree = 0.331, and the service level of the two-way road are level B. Based on the analysis of the performance of the way after increasing the way, the direction capacity A = 2686 pcs/hour and direction B = 2674 pcs /hour, saturation degree for direction A = 0.196 and direction B = 0.166, service level for road direction A and direction B increase to level A

scholarly journals ANALISIS FAKTOR KEMACETAN TERHADAP KINERJA LALU LINTAS DI RUAS JALAN JENDERAL BASUKI RAHMAT (STUDI KASUS: MALL BASSURA)

LOGISTIK ◽  
2020 ◽  
Vol 13 (1) ◽  
pp. 12-18
Author(s):  
Hafidzsyah Alfiana ◽  
Adhi Purnomo
Keyword(s):  
Service Level ◽  
Traffic Volume ◽  
Volume Data ◽  
Street Vendors ◽  
The Road ◽  
Traffic Performance ◽  
Field Data Collection ◽  
Road Performance ◽  
Observation Method ◽  
Wheeled Vehicles

Commercial buildings in the Bassura Mall area (Jalan Jenderal Basuki Rahmat) have resulted in congestion in the area. Vehicles use road bodies to park their vehicles, sidewalks that are used as trading places by street vendors, and the position of the entrance / exit of Bassura Mall for four-wheeled vehicles that is not strategic. These things have caused the author to choose a location in the Bassura Mall area (Jalan Jenderal Basuki Rahmat), East Jakarta which is a local route, where East Jakarta as one of the big cities in the Special Capital Region of Jakarta also experiences high vehicle growth, p. This can be seen on roads in East Jakarta which often experience congestion during rush hour. The purpose of this research is to determine the traffic performance in the area. The method used in this research is direct observation method at the research location and field data collection in the form of parking volume data, pedestrian volume, vehicle volume entering / exiting Mall Bassura, traffic volume, and road performance. Observations were made on weekdays and holidays. The results of the analysis of the performance of the road sections show that the traffic volume on the roads around Mall Bassura is 32,433 SMP / hour on weekdays and 22,577 SMP / hour on holidays, with the service level index being in the F category on weekdays and holidays. Thus, the congestion factors mentioned above have resulted in a decrease in road capacity which has an impact on road performance.

scholarly journals Analysis Of The Performance East Circle Road Of Sidoarjo

2021 ◽  
Vol 1 (2) ◽  
pp. 37-42
Author(s):  
Muhammad Ayung Tama ◽  
M. Ikhsan Setiawan ◽  
Sapto Budi Wasono
Keyword(s):  
Service Level ◽  
Traffic Volume ◽  
Degree Of Saturation ◽  
Volume Data ◽  
Ring Road ◽  
The Road ◽  
Road Capacity ◽  
Steady Current ◽  
Road Performance ◽  
On The Road

Along with the increasing number of the population of Sidoarjo, this has an i mpact on traffic volume, it occurs on the road of Gedangan roads to Buduran, therefore carried out the transfer of road access to the East Ring Road with specialized for heavy vehicles, due to the transfer of the road, it is necessary to perform the analysis of the East circumference road performance. The research aims to determine the magnitude of the influence of heavy vehicle volumes on the road performance of the East Ring road. The performance Of the east circumference traffic by counting the Level Of Service (LOS) and calculating the volume Of the vehicle compared to the road capacity (degree Of saturation). Traffic volume Data surveyed for 2 days (6 and 10 August 2020), for 6 hours per day at 06.00 – 08.00, 12.00 – 14.00, and 16.00 – 18.00. The analysis of road performance is using the Manual road Capacity (MKJI) method with a degree of saturation (DS) as the main indicator of road performance. The results of the analysis showed the performance of the road on the condition of the excitation point 1 the value of saturation of 0.61 and in point 2 of the value of saturation 0.97 and the result of service level of roadway 1 is C (steady current speed and motion-controlled vehicles) and in point 2 is E (current unstable speed sometimes stalled close request of capacity).

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 Factors Influencing Road Traffic Delay: Drivers’ Perspectives And Loss Of Man-Hour Along Lagos-Abeokuta Expressway, Lagos, Nigeria

1970 ◽  
Vol 10 (5) ◽  
pp. 618-628
Author(s):  
A.I. Bako ◽  
O.O. Agunloye
Keyword(s):  
Road Traffic ◽  
Secondary Data ◽  
Sampling Technique ◽  
Likert Scale ◽  
Traffic Volume ◽  
Primary Data ◽  
The Road ◽  
Factors Influencing ◽  
Traffic Delay ◽  
Bus Stops

This study examined drivers’ perception of road traffic delay attributes and factors influencing road traffic delay with a view to assessing loss of man hours along Lagos-Abeokuta Expressway. This view translated to policy statements that can tremendously reduce the road traffic delay in the study area. Primary data were collected through questionnaire administration, traffic volume survey and direct field observation while the secondary data were obtained from past relevant journals, textbooks among others. The sample frame evolved from an average of 3 day traffic volume survey, which translated into 17,647 drivers between 7 am – 7 pm in the study area. The sample size was 117 (0.007%) as the purposive sampling technique was adopted. The frequency tables and likert scale outputs were adopted for data analyses.  The study found that most drivers along this road were majorly (75.2%) young educated working adults while the trips made accounted for the concentration of work and after-work trips along this road. The study revealed that traffic delay along the road was largely due to indiscreet use of bus-stops, bad roads condition, drivers’ recklessness with DAI values of 4.70, 3.77 and 3.41 respectively using a 5 Point Likert Scale. This study established that a total of 2,920 ‘man-hours’ was lost annually on this road as the daily accumulated estimate for man hour loss was estimated as 8 hours per day. The strict enforcement and monitoring of proper usage of bus-stops and prompt rehabilitation of bad roads are needed among other recommendations.Key Words: Road Traffic Delay, Drivers’ Perspectives, Man-Hour Loss

scholarly journals DAMPAK PROGRAM PUAP TERHADAP PENDAPATAN PETANI JAGUNG MARERIS DI DESA KAWANGKOAN KECAMATAN KALAWAT

2017 ◽  
Vol 13 (2A) ◽  
pp. 182
Author(s):  
Imanuel Sugandi Rompas ◽  
Joachim N.K. Dumais ◽  
Celcius ., Talumingan
Keyword(s):  
Reference Material ◽  
Confidence Level ◽  
Secondary Data ◽  
Data Retrieval ◽  
Agricultural Extension ◽  
Primary Data ◽  
Before And After

The purpose of this study was to compare the income of Mareris corn farmers before and after receiving the PUAP program in Kawangkoan Village, Subdistrict Kalawat, North Minahasa Regency. The benefit of this research is as a reference material to increase the income of farmer’s corn.This research takes 3 (three) months starting from June 2016 in Kawangkoan Village, Kalawat Subdistrict. Method of data retrieval used in this research is primary data and secondary data. The primary data were obtained from interviews of farmers belonging to Marerist group. Secondary data is supporting data obtained from agricultural extension officer. Sampling is done by using the quota of 15 peasants. The results showed that at a confidence level α = 5%, tcount = 7.628 > ttable = 2.145 so H0 was rejected and H1 accepted. Thus there are differences in income of corn farmers before and after receiving PUAP the program.

scholarly journals An Assessment on the Locational Pattern of Petrol Filling Stations along Lasu-Isheri Road Corridor

2020 ◽  
Vol 6 (2) ◽  
pp. 6-29
Author(s):  
Esther O. Akinsulire ◽  
Samson O. Fadare
Keyword(s):  
Road Traffic ◽  
Traffic Volume ◽  
Primary Data ◽  
Positioning System ◽  
Z Score ◽  
Traffic Crashes ◽  
Road Traffic Crashes ◽  
The Road ◽  
Lagos State ◽  
On The Road

This study aimed at assessing the location and spatial distribution of petrol filling stations along LASU/Isheri Road, Ojo, Lagos state. The objectives are to map out all the petrol filling stations in along Lasu/Isheri road; to examine the volume of traffic along the road corridor; to determine the contribution of petrol filling stations to the traffic volume on the road, and to ascertain the road traffic challenges that are caused by the petrol filling stations (PFS). Geographical Positioning System (GPS) was employed to collect primary data; also, questionnaires and traffic count sheets were employed. The study found that the PFS along the road corridor is clustered with a Z-score of -7.34 and NNI of 0.440285. Also, the maximum peak hour volume was estimated to be 4198.6 pcu/hr. The PFS along the corridor are seen to contribute significantly to the traffic volume on the corridor. Finally, the dominant traffic challenges along the corridor include traffic gridlock which sometimes results into road traffic crashes which are triggered by the concentration of PFS in the study area, the proximity of PFS to a road intersection, overflow of the queue into the roadway, and to a minimal extent parking of tankers along the roadway and lack of setback. This study suggests strategies that can be adopted for locating PFS to ensure the free flow of traffic along the road corridor where they are located.

scholarly journals PERFORMANCE ANALYSIS OF UNSIGNALIZED INTERSECTION ON PERJUANGAN AND VETERAN STREET MARTAPURA BANJAR DISTRICT

CERUCUK ◽  
2021 ◽  
Vol 4 (1) ◽  
pp. 33
Author(s):  
Achmad Fajar ◽  
Yasruddin Yasruddin
Keyword(s):  
Secondary Data ◽  
Service Level ◽  
Degree Of Saturation ◽  
Primary Data ◽  
Residential Areas ◽  
The Road ◽  
Geometric Conditions ◽  
Yellow Lights ◽  
Forecasting Analysis ◽  
Intersection Management

The intersection of Jl. Perjuangan – Jl. Veteran is located in Martapura City, Banjar Regency, South Kalimantan Province. At this intersection there are only cautionary street lights or yellow lights, then the Intersection condition which is the road to residential areas, schools, shops, and traditional markets to support the occurrence of traffic jams and accidents            Primary data or data taken from the field include geometric conditions, environmental conditions, side barriers, traffic volume at the Intersection of Jalan Perjuangan - Jalan Veteran Martapura City. Secondary data includes the number of residents in Martapura City and data on the growth of the number of vehicles. Furthermore, the data samples were analyzed using the Indonesian Road Capacity Manual (MKJI, 1997) to find out whether Intersection performance is still feasible or not. If the results of the analysis show that the Intersection performance is no longer feasible, it is necessary to solve the problem.               At the intersection, Jl. Perjuangan - Jl. Veteran, Martapura City, Banjar Regency, on a unsignal condition, obtained a degree of saturation (DS) of 0.76 and delay (D) of all intersections of 12.7 seconds / smp with the Service Level Index at B, which indicates that at the intersection still has good conditions. After forecasting analysis, it is found that in the 6th year the degree of saturation (DS) is 1.11 and the whole delay is 26.21 seconds / smp with the Service Level Index in class D where the intersection has reached a bad condition or must be done intersection management analysis. By analyzing the form of intersection management when applied with a signalized intersection, the alternative 2 phase proposal is the best which is seen from the degree of saturation and delay with the value of Degree Saturation (DS) 0.74 and Delay (D) 18,33 seconds / smp with the intersection service level becomes C.

scholarly journals PERENCANAAN LAJUR KHUSUS SEPEDA MOTOR PADA RUANG HENTI KHUSUS TERHADAP TINGKAT PELAYANAN SIMPANG BERSINYAL JAMBO TAPE

2021 ◽  
Vol 3 (3) ◽  
pp. 236-244
Author(s):  
Muammar Fahmi ◽  
Sugiarto Sugiarto ◽  
Renni Anggraini
Keyword(s):  
Time Delay ◽  
Queue Length ◽  
Simulation Method ◽  
Service Level ◽  
Traffic Volume ◽  
Value Of Time ◽  
Volume Data ◽  
Average Delay ◽  
Model Simulations ◽  
Wheeled Vehicles

Special Stopping Space(RHK) is one of the facilities for motorcycles to stop at intersections during the red phase. RHK functions to separate motorbikes from other vehicles and is expected to reduce the obstacles that come from motorbikes. This Special Stop Room has been tested on a limited scale to support motorbike movement at signaled intersections in major cities in Indonesia. So far RHK at the Jambo Tape intersection has not been optimally functioning because there are still many motorcycle that cannot enter RHK. Therefore, this study aims to determine the level of service on Jambo Tape Intersection. The research was carried out using the simulation method using VISSIM software. The advantage of VISSIM is that it can model simulations in the form of video and get the value of the queue length and the value of time delay just by inputting the data of vehicles passing through the intersection. Traffic volume data is taken on Monday and Wednesday with direct observations in the field. RHK is considered unable to function optimally because there are still many motorbikes that cannot enter RHK. The closure of access (RHK) by four-wheeled vehicles is one of the reasons. Therefore, this study aims to plan the dimensions of motorcycle lanes in Special Stop Space (RHK), and analyze the effect of the level of crossing services using VISSIM software simulation . The advantage of VISSIM is that it can model simulations in the form of video and get the value of the queue length and the value of time delay just by inputting the data of vehicles passing through the intersection. In this study, a survey was conducted to obtain traffic volume, local and geometric velocity. The highest length of the Queue is at arm C, which is on T. Hasan Dek road at 163.36 m. The highest vehicle average delay is 132.119 seconds, the service level category F is greater than 80 seconds. By applying a special route to RHK, the highest volume occurred on Jalan T. Nyak Arief with the existing volume on the T. Nyak Arief road arm at 437 to 520 two-wheeled vehicles / Hour on RHK conditions using motorcycle lanes.   

scholarly journals Population Density and Intensity of Traffic Connection: Spatial Analysis (Overlay)

2019 ◽  
Author(s):  
Muhammad Ichsan Ali ◽  
Muhammad Raiz Abidin
Keyword(s):  
Spatial Analysis ◽  
Population Density ◽  
Road Traffic ◽  
Service Level ◽  
Primary Data ◽  
Level Of Service ◽  
Highway Capacity ◽  
Highway Capacity Manual ◽  
The Road ◽  
The World

Congestion is one of the most significant issues which recently experienced by many cities around the world especially in developing countries such as Indonesia since the world undergoes rapid economic and human development. Rappocini district, one of the districts located in Makassar city Indonesia, is currently experiencing massive construction because of this area based on the urban planning of Makassar city associated as a residential zone which may lead to the massive potential congestion. Therefore, this study tries to analyze how population density intervenes level of service of the road. Traffic survey is a method used to collect primary data in the form of classified traffic data (PCU/hour) then analyzed using the 1997 Indonesian Highway Capacity Manual (IHCM) reference and Highway Capacity Manual (HCM) 2016. Regression analysis (SPSS) and spatial (overlay) which is used later to analyze and visualize the correlation between population density and road service level. The result shows that the population density does not cause the level of congestion. However, congestion is influenced by several factors consisted of the number of populations, population density, highway capacity and the daily average of traffic. Population density value does not influence the level of service of the road because Rappocini district is the main gate to access the Makassar city from the south of Sulawesi; therefore, the congestion mostly caused by the commuter from Gowa and Takalar Regency.Citation this paper: Ali, Muhammad Ichsan., Abidin, Muhammad Raiz., "Population Density and Intensity of Traffic Connection: Spatial Analysis (Overlay)", International Journal of Science and Research (IJSR), Volume 7 Issue 12, December 2018, 546 – 552.

scholarly journals Performance Analysis of Road Section and Unsignalized Intersections On Jalan Cileungsi Setu and Jalan Raya Narogong

2021 ◽  
Vol 1 (2) ◽  
pp. 72-80
Author(s):  
Muhammad Isradi ◽  
Nandhita Aulia Tarastanty ◽  
Widodo Budi Dermawan ◽  
Amar Mufhidin ◽  
Joewono Prasetijo
Keyword(s):  
Secondary Data ◽  
Population Data ◽  
Degree Of Saturation ◽  
Primary Data ◽  
Vehicle Speed ◽  
Data Traffic ◽  
Main Road ◽  
Saturation Degree ◽  
The Road ◽  
Commercial Area

The unsignalized intersection which is located in Cileungsi District, precisely on Jalan Cileungsi Setu and Jalan Raya Narogong, is a commercial area with dense economic activity and densely populated settlements. As a result of the dense activity, congestion occurs due to the large number of vehicles passing the road, especially during peak hours, namely the morning and evening. Seeing this problem, an analysis is needed that aims to determine the volume, performance of roads, and unmarked intersections as measured by capacity, degree of saturation, and level of service.  In analyzing this study using the Indonesian Road Capacity Manual (MKJI) 1997 method which will determine the performance of roads and intersections without signs. The data needed in this research are primary data in the form of geometric road data, traffic volume, vehicle speed data, and side friction. As well as secondary data in the form of location maps, land use, and population data. From the results of data analysis and processing, the busiest traffic flow at the intersection occurred on Sunday, November 15, 2020 at 17.30 - 18.30 WIB, the saturation degree value was 1.17 with LOS F. By doing an alternative solution, the saturation degree value was 0.68 and LOS B with placing signs are prohibited from stopping around intersections, and prohibiting the flow of traffic turning right either from the main road D to the Minor C road or from the Minor C road to the main road B. On Jalan Raya Narogong, the degree of saturation is 0.74 LOS C service, this shows that the road sections do not exceed the figure required by MKJI 1997, namely ≤ 0.75.

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