Road Service Level Research Articles

School Safe Route in Sumbersari District, Jember Regency

The number of underage accidents in Jember Regency in 2011-2012 increased from 37 to 190 cases. Therefore, bicycle and pedestrian paths were planned through the School Safe Route program that could encourage students to choose to ride a bicycle or walking. The method of this study was the Level of Service analysis (LOS), student and travel characteristics, cross tabs, bicycle lanes, pedestrians, and road equipment facilities. The results showed that the level of road service on each road section varied, including LOS A, B, D and E. The characteristic and common cross tabs analysis results showed that most transportations used by students were motorcycles. Still, there was a relatively large proportion of students’ willingness to change their transportation mode in operational conditions if bicycle and pedestrian path facilities were provided. Cycle path analysis showed that the types of bicycle lanes were planned, specifically type A and C, with a bicycle lane width was 1.44 m for each lane. From the calculation of the minimum effective width of the sidewalk obtained 1.01 m with a crossing facility in the form of a pelican crossing with waiting stalls. Several road equipment facilities were planned, such as traffic signs, road markings and Traffic Signaling Equipment (TSE). Bicycle and pedestrian routes were planned at Tawang Mangu Street, Danau Toba Street, Mastrip Barat Street, Kalimantan Street, Jawa Street, Karimata Street, M.T. Haryono Street, Letjen S. Parman Street, Letjen Panjaitan Street and Letjen Suprapto Street.

PEMETAAN INDEKS TINGKAT PELAYANAN JALAN PONOKAWAN SAMPAI JALAN MAYJEN BAMBANG YUWONO KRIAN KABUPATEN SIDOARJO DENGAN METODE LINIER

The development of West Sidoarjo especially at Krian city has a major influence on the growth of suburban areas. By increasing the number and activity of the population, transportation is one of the principal parts that cannot be separated from the activity. This leads to quite complex traffic problems, especially traffic density problems. This research was conducted to analyze the Service Level Index (ITP) with linear regression method on Jalan Ponokawan until Jalan Mayjend Bambang Yuwono Krian. The survey was conducted in the morning (07.00-09.00), afternoon (12.00-14.00), and evening (16.00-18.00) to analyze the calculation of traffic volume, road capacity, and the speed of the free flow by using Manual Kapasitas Jalan Indonesia (MKJI) 1997. The Geographic Information System (GIS) can help to provide information on road service level index analysis in the form of thematic maps that are easy to understand. From the results of data analysis, a service level index (a) is calculated on each segment using linear regression method and the result of segment I is 0,093, segment II is 0.141, segment III is 0.074, segment IV is 0.210, segment V is 0.130, segment VI is 0.109, and segment VII is 0.113.

Estimation Method of Equivalent Units for Entering Vehicles at Highway Accesses

Equivalent units of vehicles are important parameters for road capacity and service level analysis. However, due to the fact that China’s existing road network has not yet included access roads into the technical grade system and lacks corresponding design specifications and technical standards, access points often have great impacts on highway traffic operations. Based on the characteristics of different types of vehicles at the highway entrance, this paper analyzes the physical significance of occupying space–time resources of lanes on the highway section under different traffic flow statuses when the vehicle at the access point enters the highway section. Furthermore, taking the passenger car as the standard vehicle, estimation models for equivalent units of vehicles at the highway and the access point are proposed respectively. Finally, the UAV aerial photography is used to collect field data, and an access point on Zhengzhou G107 with multiple vehicle types is used as an example for empirical analysis. Calculation results show that: (1) at the access point, the equivalent unit of each entering vehicle type increases with the increase of road traffic, and the more lanes occupied during the entry process, the higher the vehicle equivalent unit; and (2) at the access point, the equivalent unit of each vehicle type increases first and then decreases with the increase of the traffic flow speed on the highway section, which shows a boundary around 40 km/h. That is because, in the steady flow state between the free flow and the saturated flow, the headway is between that of the free flow and that of the saturated flow. The vehicle at the access point is more convenient when driving into the highway section, but it affects many vehicles on the road highway. At this time, the vehicle equivalent unit is also large.

Analysis Of Road Widening Reviewed From The Service Level Of Kedung Jajang – Ranuyoso, Lumajang

Indonesia is a developing country that has various problems, one of which is congestion. Congestion occurs because of the high population, population mobility and poor road facilities. The congestion that occurs in Lumajang Regency is on the Kedungjajang - Ranuyoso road. Congestion is caused by the high mobility of the population to work, and the high side barriers. The purpose of this study was to determine the cause of congestion, the amount of road capacity, and the comparison of the level of road service before and after widening the Kedungjajang - Ranuyoso road. Data collection uses measurement data analysis techniques and documentation that was carried out before and after the widening of the Kedungjajang - Ranuyoso road section. The results showed that the cause of congestion that occurred on Jalan Kedungjajang-Ranuyoso Lumajang was the lack of effective road width, the amount of traffic capacity of the Kedungjajang-Ranuyoso Lumajang road before the widening of the road was 2,291 smp/jam, the amount of traffic capacity of the Kedungjajang-Ranuyoso road Lumajang after road widening is 3069.94 smp/jam, changes in the level of service for the Kedungjajang-Ranuyoso road Lumajang before and after road widening have increased by 2 levels, which originally had a road service level value of "E" to "C" which means the condition the original flow before road widening was unstable current, the speed sometimes stopped, demand was approaching.

Influence of tidal lane on traffic breakdown and spatiotemporal congested patterns at moving bottleneck in the framework of Kerner’s three-phase traffic theory

With tidal traffic becoming an important feature of urban traffic, tidal lane is becoming more and more important. The influence of tidal lane on traffic flow is studied by many scholars. Existing tidal lane control methods generally select flow of lane or density of vehicles as the determining factors for decide the opening time and direction of the tidal lane, which is not predictive actually. In this article, a bilateral six-lanes motorway model with tidal lane model is established to study the positive influence of tidal lane on relieving upstream congestion induced by moving bottleneck and the negative effect of moving bottleneck on tidal lane. This model is based on the well-known KKSW (Kerner–Klenov–Schreckeneberg–Wolf) CA (cellular automaton) model, proposed to simulate the effect of tidal lane on adjacent lanes. Through numerical simulation, the characteristics of traffic flow are studied in the framework of Kerner’s three-phase traffic theory. By comparing density and speed of vehicles and flow without tidal lane to these indicators with tidal lane opening, we discover moving bottleneck having a significantly negative impact on the road service level in the direction of lane reduced. And tidal lane has the positive effect on dissipating the upstream moving bottleneck in the direction of lane increased. Based on the simulation results, a qualitatively tidal lane opening strategy that considers the upstream moving bottleneck is proposed.

Initial Study of Arterial Road Traffic and Socio-Economic Characteristics in Malang Regency

Malang Regency is an area with the second busiest road traffic after Surabaya. The purpose of this study is to determine the characteristics of the movement of speed and volume of traffic and performance on arterial roads in Malang Regency. The data collection technique used literature study, conducted a survey at each location point of the research area with the Annual Average Daily Traffic (AADT). The analysis technique used the Highway Capacity Manual Indonesia (MKJI) 2017. The results showed that the level of road service with category B was in Wonosari District with a saturation degree of 0.372, the level of road service category C was in Wagir, Gedangan, Ngajum and Tirtoyudo Districts with saturation degrees between 0.565-0.678 and the level of road service category D in Wajak District with degree of saturation 0.798. Meanwhile, 27 roads have a poor service level which is included in the E and F categories with the degree of saturation > 0.850. Recommend policies regarding restrictions on the use of private vehicles and alternative traffic engineering to divert transportation routes to new land uses and to more intensively disseminate information to the public on using public transportation as a means of daily transportation.

Analisis Titik Rawan Kecelakaan di Jalan Kertanegara Kabupaten Malang

Kertanegara is one of the roads in Malang Regency. The location of Kartanegara Road is considered to be one of the locations prone to accidents due to the lack of traffic infrastructures such as signs and road markings. The road is also an alternative highway that connects Malang Regency to Batu City. The data obtained shows that traffic accidents amounted to 43 of all types of traffic violations from 2016-2018. In 2016, 2017, and 2018, the number of accident victims was 18 accidents, 9 accidents, and 16 accidents. The purpose of this study is to determine the characteristics of Kertanegara road, accident-prone points, and solutions used to reduce the number of accidents. The analytical method used is the analysis of road characteristics, Z-Score, and Cusum analysis. The results obtained that service level of Kertanegara road is 0.61 where the flow is stable, the traffic density is moderate. Based on the analysis of the determination of accident-prone points, the result of Kartanegara road segment, Malang Regency, has a Z-Score for segment I of 0.25 and segment II of 0.17 which is included in the accident-prone criteria because it has a positive Z-Score. Kartanegara Road has also been identified as a black spot because it has a positive cusum value, including the Cusum segment I values of 7.00 and segment II of 13.3. The solution is to provide a traffic sign in the form of a traffic light at the intersection of Police Karangploso road and the intersection of Sentana road, providing management officer traffic flow in Simpang Nuril road and providing warning signs that are prone to accidents and vehicle speed limit at the Crossroads Kauman I and intersection Nuril road.

Evaluasi Kinerja Ruas Jalan Soekarno-Hatta, Kota Dumai

The creation of a transportation system that ensures the movement of people, vehicles, and or goods smoothly, safely, quickly, cheaply, comfortably, and by the environment is already a development goal in the transportation sector. The target functional level of the road network will be determined by the level of traffic flow through the road network. Based on data from the Central Bureau of Statistics in 2017, Dumai City has national roads with a total length of 72 km, and provincial roads with a total length of 140 km. Every day nearly thousands of vehicles pass through that road. The trip that is carried out can cause quite a lot of displacement at the same time and has the potential to cause high travel generation. This activity certainly can result in jams. As a national road, Jalan Soekarno-Hatta must meet the requirements of comfort and safety so that traffic on this road can run well. Therefore, it is necessary to evaluate the road performance. The purpose of research is to find out the value of the degree of saturation and the value of the level of service on that road. The evaluation on the research by using PKJI 2014. Of the evaluations carried out, it is known that the Soekarno-Hatta road segment will experience congestion on Saturdays and Sundays. The highest peak hour is on Sunday at 14:00-15:00 WIB with a volume of vehicle 2300 vehicles/hour. Soekarno-Hatta's service level on Monday and Tuesday is in class D, while on Saturday and Sunday, the level of road service is in class F. Thus it can be concluded that the performance of the Soekarno-Hatta road section is classified as poor, so that action is needed for the future.

Analysis of the Effect of Parking on Road Bodies on Road Service Levels

The city of Merauke is now one of the fastest cities in Papua Province. Along with the high urban accessibility, the city of Merauke is also included as a city with heavy traffic. Business Complex cannot be separated from the pull of traffic movement, often causing traffic jams, one of which is caused by the presence of illegal parking on the street (on-street parking). This research was conducted on primary road qualifications, namely the Mandala highway. The purpose of this study was to determine the level of road service and the degree of saturation and the effect of road performance services due to on-street parking. Research methods conducted include a volume survey with traffic counts and parking observations. The calculation uses the 1997 Indonesian Road Capacity Manual (MKJI). Based on the results of calculation traffic volume on weekdays during peak hours under normal conditions, the service level B (0.21-0.44). From the results of these calculations indicate that the performance of the Mandala Highway is classified as busy traffic. Whereas on weekdays with the condition that there is on-street parking, the service level decreases to C (0.45-0.74) in five hours during busy times. The results of this calculation indicate that the performance of the Mandala Highway will decrease by one level if there is parking on the road body (on-street parking).

Kinerja Ruas Jalan Pada Zona Selamat Sekolah (ZoSS) di Jakarta Selatan

The School Safety Zone (ZoSS) is created to regulate traffic at certain times in areas close to schools to ensure the safety pedestrians in the area. However, this issue faces complex challenges, especially in schools located on strategic road corridors. The purpose of this study is to describe the traffic conditions of Ragunan Street, the factors that cause congestion on Ragunan Street at peak time and to describe the performance of the street located at the School Safety Zone (Zoss) of SMAN 28 Pasar Minggu, South Jakarta at peak times. The primary data source was obtained through traffic counting with a quantitative descriptive approach. The study population was passenger cars and motorbikes passing through Ragunan Street. The data analysis technique refers to the procedure for calculating urban roads according to the Indonesian Road Capacity Manual (MKJI) 1997. The results show that the performance of Ragunan Street is as follows; free flow speed of 57.52 km/hour, capacity 6,552 pcu/hour, the level of road service ranges from B to D. The degree of saturation is below 0.75 indicating the road capacity still meets the MKJI 1997 standard except for the direction of Kalibata-Pasar Minggu which scores 0.80 with a value of D. The speed in the ZoSS of SMAN 28 area is 57.52km/hour, significantly exceeding the maximum speed limit of 20-25 km/hour implying it is critical for pedestrians in the ZoSS area.

Pengaruh virus corona (covid-19) terhadap ruas kinerja jalan disekitar pabrik GSI sukalarang

Since the factories began operating, they had an impact in the form of congestion that occurred on Jalan Sukabumi-Cianjur, precisely in front of the P.T. Glostar Indonesia (GSI) at the position of Km.13 until the new road access to PT. Pratama Abadi Industri. However, currently the world is in an uproar with a virus called Corona Virus or Covid-19 which has occurred in the last few months in Indonesia in 2020. Of course this will have an impact on all aspects including the level of road service, so a comparative study of road performance is made. around the GSI Sukalarang factory from Hatun 2017 to 2020. From the survey and calculation results, it can be concluded that the performance of roads with service levels in the current GSI factory area (2020) compared to the previous year (2017) at the same location has decreased which is indicated by reduced vehicle volume, vehicle speed. decreased, reduced vehicle density, and good service levels. From the data obtained, the Covid-19 Pandemic has an effect on traffic volume and road performance, resulting in a decrease in vehicle volume in 2020. In 2017 the traffic volume on Saturdays was 21684 vehicles and 8407.8 SMP / hour, for 2020 on Saturdays, namely 10471 vehicles and 5500.6 SMP / hour decreased by 48.3%. While in 2017 the traffic volume on Monday was 26430 vehicles and 9467.35 SMP / hour, for 2020 Monday, namely 23740 vehicles and 9623.85 SMP / hour decreased by 89.9%.

An analysis of population using Multiple Linear Regression Analysis

Makassar is one of the metropolitan cities located in South Sulawesi Province, the rapid progress of Makassar city makes Makassar as the destination of Eastern Indonesia as a center of education, health, job search and so on. Of course, this led to the emergence of new activity centers or new settlements that led to the rise of travel, resulting in a decrease in the level of road services. The purpose of this study is to analyze the trip generation of residents in the Puri Yuhana Permai housing and Bukit Khatulistiwa housing estates by using variables of the number of family members, the number of family members working, the number of families attending school/college, income, motorcycle ownership and private car ownership. Use the multiple linear regression method SPSS 25.0. The results of the research on each housing estate show that the variables that have a significant effect on the rise of the population journey on the housing of Puri Yuhana Permai and Bukit Khatulistiwa are the number of working (X5) and the number of who attend school (X6). This can be seen in the model of multiple linear regression equations namely Y = 0.202 + 0.570 X5 + 0.501X6 for Puri Yuhana Permai housing. Y = 0.182 + 0.378 X5 + 0.249X6 for Bukit Khatulistiwa housing

Road Service Levels Analysis at The Economic Centers of Archipelago Regions During the Covid-19 Pandemic

This study aims to analyze a changes of service level in the roads as the center of the economy during the covid-19 pandemic. The flow of traffic crosses and connected at the economic centers the archipelago for 7 days, on weekdays and holidays by 14 hours a day from 07 am to 21 pm. Restrictions on activity during the COVID-19 pandemic resulted in a significant reduction in traffic movement in economic areas, this caused by restrictions on activities in the non-essential sector in business centers and the diversion of activities from the office to home. During the COVID-19 pandemic, the level of road service at business centers increased significantly due to, first, the shifting of activities from office to home which had an impact on reducing the movement of vehicles from home to offices and shopping centers at business centers, secondly the decline in other obstacles on road sections which usually arise due to trucks loading and unloading goods and street vendors selling their wares on the roadside, and thirdly due to restrictions on the activities of certain sectors that reduce the movement of people to and from across the business center.

Diagnosis of road capacity and service level using the highway capacity manual

Vehicle congestion is a phenomenon that affects the world due to the potential increase in its population. Consequently, the capacity and level of service of Norte de Santander, Colombia, main avenue was analyzed, being the epicenter of the problem. This article was carried out using the highway capacity manual 2000, in addition to collecting information by means of vehicle gauges, conceptualizing the causes and critical points of the sector to diagnose the vehicle situation, proceeding to classify and process according to the highway capacity manual 2000. It is concluded that currently the system is with a level of service D and E, being these unstable, with tolerable speeds in some specific hours, but an incident on the road would cause little mobility, long queues and high waiting times for its narrow road space.

STUDY OF GENERATION AND ATTRACTION OF TRIPS IN THE BOGOR DISTRICT

<p class="ListParagraph1">Pamijahan District has 15 villages with an area of 80.83 km<sup>2</sup>, Leuwiliang District has 13 villages with an area of 61.51 km<sup>2</sup>, Leuwisadeng District which has 8 villages with an area of 34 km2. The increase in population growth and development in the region has also increased the movement of traffic flow into and out of the area, causing several problems especially in reducing the performance of road sections that cause traffic congestion on road sections. This study aims to create a model of the generation and attraction generated by land uses such as the Education Building, Industrial Estate, Hospital, Traditional Market and Supermarket. Located in the three districts. Data processing is done by calculating the method of transportation analysis using MKJI 2017. Then using (Trip Generation Manual) and then modeled in (Saturn Software). The number of Stitches and Pulls in the area studied was obtained a figure of 89,109 trips / hour. With the level of road services with a range of B to F. Then the design of transportation modeling equations in Pamijahan, Leuwiliang and Leuwisadeng districts is Y = 486,678 + 0.707. (X). This proves that if there is no improvement and improvement of road network infrastructure, and efforts to procure an adequate road-based mass public transport system, it will add to the decline in performance of road segments in the region in the future.</p>

Factors Affecting the Length of Tourist Stay Time in the Case of South Omo Zone, Ethiopia

Tourism is a fast-growing global industry, contributing huge economic benefits to the worldwide community. Ethiopia is well known country by tourism potential. Among the tourist attraction sites South Omo Zone is a major tourist destination with enormous tourism potential. The main objective of this research is to identify the factors affecting the length of tourist stay time in the zone. Turmi, Keyafer and Jinka towns are selected purposively from the zone due to high tourist potential area and the data was collected using observation, key informant in-depth interview, and self-administered tourist questionnaire surveys. The data analysed by using appropriate software that is SPSS. The finding revealed that among the variables listed the chi-square result shows that the association between length of tourist staying time with purpose of visit, level of road infrastructure, facilities and services at destinations, personal safety and security, guide knowledge and level of attractiveness are significant and strong. The remained variable such as age, gender of the respondent, education level of the respondents, occupation, marital status, and means of transportation, tourist information, average daily expense and entrance fee has not significant effect on the length of tourist staying time in the destination areas. Therefore in order to lengthen the staying time of tourist road infrastructure, and service & facilities around the destination must be improved by the concerned body. Also the government should attempt to make the safety and security to the highest level in order to make the tourist in the destination feel the best and the most enjoyable although for protecting of the tourist from risk and from any possible litigation. Giving training for local guides to be ethical, skillful, trustworthy, disciplined and knowledgeable also unquestionable. Keywords: Staying Time, Tourism, and South Omo Zone. DOI: 10.7176/JTHS/51-01 Publication date: October 31 st 2020

Performance analysis of Unsignal Intersection and Road section with MKJI Method 1997

Intersection Telkom Jatiasih is one of the congestion point in Bekasi City. This is at leave because of the high volume of traffic and also a busy route from Bekasi to Jakarta and the surrounding area, plus the direction to the toll gate Jatiasih. There is no sign – traffic sign making of Intersection Telkom Jatiasih is an unsignable junction, this is what causes the flow of irregular vehicles causing congestion. The data retrieval method is done by surveying directly to the research site. Based on survey result in Telkom Jatiasih intersection, the highest vehicle volume accurred in the afternoon of Monday, April 29 th, 2019. Calculated results based on the field survey result data using the MKJI 1997 book guidelines, obtaining the Degree of Saturation (DS) = 1,86 with the Level Of Service F value, indicating the stopping of the vehicle current at the congestion point such as the meeting path, or repair lanes that cause a long queue of vehicles. On the road Of Wibawa Mukti II Highway – Jatiasihi the vehicle flows are still recorded stably with the Degree of Saturation (DS) = 1,16 with a Level Of Service F value which means the level of road service is still stable. From the research results get an alternative solution Telkom Jatiasih intersection is in alternative 2 because it gets a decrease in the Degree of Saturation (DS) = 1,11 with the value of the Level Of Service F which means high traffic flow condition, but Current conditions are still stable.

EVALUASI KINERJA JALAN NASIONAL TERHADAP KARAKTERISTIK LALU LINTAS PADA RUAS JALAN NASIONAL KOTA PALEMBANG

The roads transportation is an important infrastructure as one of the land transportation infrastructures for the movement of social activities and to support economic development, specifically in Palembang City. The population growth of Palembang City has resulted in an increase in the number of vehicles and highway users. As a result, transportation activities in Palembang, especially at Parameswara roads are increasing. The impact of this, there will be heavy traffic volume, resulting in conflicts on the road, which lead to traffic accidents. Therefore, there will be congestion and a decrease in the performance of the road speed.The research is conducted at Parameswara Road in Palembang that visually diminished the ability to accommodate the road traffic volume per day, accordingly the effect of traffic that occurs due to the lack of road capacity as the sequence of large volume traffic. The purpose of this study is to determine the capacity and level of road services to carried out the performance value on this road. The method used in the analysis is the Greenshield model, Greenberg, and Underwood. This study explains the maximum volume at peak hour that develop on Monday is between 1561 smp/hour and 1549 smp/hour. Whereas the lowest is around 1225 smp/hour and 1008 smp/hour that occurs on Sunday. Therefore, the analysis of service level on the research years at Parameswara Road depicts the saturated traffic conditions and low starting speed with D service index category and service level analysis at 10 years of planning time projections, the lpda result is from 2022 to 2026, The Parameswara road conditions at E and F service index categories are the traffic jam circumstances and slight speed. Hence, it necessitates constructing a non-plot way at Parameswara Road intersection to tackle this traffic congestion.Keywords: Greenshield, Greenberg, Underwood, Road Capacity.

Forecast and control of traffic noise based on improved UE model during road network design

Considering the factor of traffic noise during design period could mitigate the noise emission of urban road networks. In this paper, noise prediction and control of typical points among design networks are presented, with the establishment of a univariate noise prediction model and the improvement of UE (user equilibrium) traffic assignment model. First, a univariate traffic noise prediction model is built with flow as variate merely, which is based on the line source model and introduce of the Van Aeder model. Furthermore, the accuracy of the prediction model is verified in comparison with measured traffic noise data. Secondly, the univariate traffic noise prediction model and travel time model are combined to form the impedance function with different traffic noise weight coefficients after normalization, and upon which the UE model is rebuilt with the road level of service as a constraint. Finally, the improved UE model is used to study the noise control law of the control points, which are divided in two types according to the location. The results show that the improved UE model can effectively reduce the traffic noise of control points by adjusting the traffic noise weight, and among them, the traffic noise of the control point beside the single road and the control point at the road crossing are reduced by at most 0.54 dB, 1.1 dB respectively. Meanwhile, the noise control of points in road network will cause uncertainty to the overall traffic noise emission of the road network, which confirms the noise paradox. Besides, while the traffic noise of the road where the control point is located is reduced, the noise emission and the travel delay of roads in parallel with objective road increases by 0.19 dB, 0.932 s at most. The correlation coefficient between the traffic noise difference of the control point and the VC ratio difference of the road beside the control point is as high as 0.9811 under the improved UE model with different traffic noise, and there is a linear relationship between them. The study can provide a reference for traffic noise control during urban road network design.

THE EFFECT OF THE DEVELOPMENT OF INDUSTRIAL AND COMMERCIAL AREA ON ROAD NETWORK PERFORMANCE (WARU SURABAYA – MOJOKERTO STREET)

The development of the industrial zone outside the area of the city of Surabaya increased rapidly. A problem arises when most industrial zones clutter the streets from the main collector between cities (Surabaya-Mojokerto street, Waru Surabaya-Sidoarjo street and Surabaya-Gresik street). The purpose of this study are; (1) find out the characteristics of land use, (2) obtain a network model of interaction with land use and measure the level of service of the corridor, (3) discover the effect of the contribution of current flows from industrial zones to level road services in the corridor. Descriptive method with qualitative analysis, correlational method and quantitative analysis which includes: a stepwise regression analysis, an ANOVA analysis for land use / attraction and Indonesia Road Capacity Manual (IRCM) to calculate the level of service of the road. The results showed that V_total = 21,275 pcu / day (internal) + 55,426 pcu / day (external) = 76,701 pcu / day. The trip is higher than the road’s capacity which reaches 5,810 pcu / hour. The road service level is poor at certain times; noon and afternoon. The influence of the traction volume drawn from the industrial zone outside the industrial zone is 8.882 pcu / day or 41.75% of total land use and advertisements are 4.053 pcu / day or 19.05% of total land use. While the flow of local movements from land use planning contributed 21,275 pcu / day or 28% of the total volume of traffic movement on the main road section.