scholarly journals ROAD PERFORMANCE ANALYSIS WITH MEDIAN AND WITHOUT MEDIAN ON THE ROAD OF A.YANI SATUI

CERUCUK ◽  
2021 ◽  
Vol 4 (1) ◽  
pp. 17
Author(s):  
Abdy Herwandy
Keyword(s):  
Secondary Data ◽  
Primary Data ◽  
Maximum Speed ◽  
Data Traffic ◽  
Volume Data ◽  
The Road ◽  
Goods And Services ◽  
R Value ◽  
On The Road ◽  
The City

The road that is located in the City of Satui is a road that connects cities that are large in the South Kalimantan, the road is often used by mining trucks. From these conditions, there will be a high movement of people, goods, and services. For this reason, it is necessary to conduct a review to determine the performance of the road.The location in this study is on A.Yani Street, City of Satui, South Kalimantan. On this road, there is a part of the road that has a median and does not have a median. Data collected from the results of traffic surveys are primary data which includes geometric data, traffic volume data, and traffic speed data. Secondary data which includes an overview of the study area. The data obtained are then grouped according to the composition of the vehicle. Then the data is made into hourly traffic data to get volume, speed, and density. The data obtained was analyzed to obtain capacity, the appropriate relationship model, and performance changes between roads.The results of data analysis on A.Yani Street, City of Satui are the maximum volumes obtained on the road with a median of 468,75 amp/hour while those on the road without the median are 421,51 amp/hour. The maximum density obtained on the road with a median of 133,67 SMP/km while on the road without a median of 55,86 SMP/km. The maximum speed obtained on the road without the median is 129,2 km/hour while the road with the median maximum speed is 60,87 km/hour. The corresponding equation for A.Yani Street, the City of Satui on the road with the median is the Underwood model, y =   61,161e-0,048x with the R-value of 0,90675 while the road without the median is the Greenberg model, y = -20,41ln(x) + 82,208 with an R-value of 0,90161.

scholarly journals Analysis Characteristics and Performance Intersections Signal Rawa Panjang Related to Odd-Even Policy on West Bekasi Toll Door

2020 ◽  
Vol 2 (3) ◽  
pp. 109-119
Author(s):  
Widodo Budi Dermawan ◽  
Ahmad Chalimin
Keyword(s):  
Public Transportation ◽  
Secondary Data ◽  
Primary Data ◽  
Real Field ◽  
Volume Data ◽  
Cycle Times ◽  
The Road ◽  
The Government ◽  
And Performance ◽  
The City

The application of Odd-Even policies on the Bekasi West Toll door to unravel the volume of traffic on the Jakarta-Cikampek Toll Road, with the hope that motorists can use public transportation provided by the government so that they can also decipher the volume of traffic flow within the city. Bekasi itself, especially in the main intersections in the city. The method used for collecting data is primary data and secondary data. Primary data is data taken through direct observation in the real field. Primary data consists of vehicle volume data and actual conditions of intersections such as side barriers. Secondary data is data on road size, road conditions and completeness, and population. Furthermore, for this study, the calculation method used the reference available in the 1997 Indonesian Road Capacity Manual (MKJI). From the results of the analysis, the performance of long swamp signal intersections at maximum currents has Level Of Service (LOS) or level F service intersection (very bad) as a result of high delay values usually indicate long cycle times and high vehicle ratios. Solutions that can be obtained are implementing regulations that have been adjusted to the conditions of the intersection, removing side barriers that often occur in each approach, widening the road in one approach and rearranging the cycle time at the intersection

scholarly journals SHEET PILE CONSTRUCTION DESIGN AS AN ALTERNATIVE TREATMENT FOR LANDSLIDE ON THE CITY BOUNDARY’S ROADS SECTIONS OF TANAH GROGOT-LOLO KUARO, TANAH GROGOT DISTRICT, PASER REGENCY, TANA PASER

CERUCUK ◽  
2019 ◽  
Vol 2 (1) ◽  
Author(s):  
Cindy Nitasari ◽  
Markawie Markawie
Keyword(s):  
Laboratory Data ◽  
Measurement Data ◽  
Secondary Data ◽  
Steel Pipe ◽  
Sheet Pile ◽  
The Road ◽  
Goods And Services ◽  
Construction Design ◽  
Road Users ◽  
The City

In Tanah Grogot district, precisely on the KM 6 road which is the city boundary roads of Tanah Grogot City-Lolo Kuaro it has an important role as the only access for road users. Because at the side of the roads does not have a drainage channel, resulting in water overflowing and the seepage flowed on the surface, causing a landslide. The length of the landslides is 50 meters, with a width of 5.5 meters and the highest height is 9.6 meters. The result of this landslide is very disturbing for the road users. The delivery of goods and services can not be accommodated properly. Therefore, it is expected that this path must be handled properly, so the road can be functioning again safely and comfortably. How to handle this problem is by making a design of retaining walls construction which is safe in form of sheet pile.The planning for this anchored sheet pile begins with analyzing the secondary data in form of data sondir, laboratory data, and topographic measurement data. This then followed by the calculation of the forces acting on the sheet pile, the calculation of moments in the sheet pile, the calculation of the carrying capacity of the pile on the anchor, capacity calculations for the mast against a lateral load, and the slope stability analysis using GeoStudio2007 application. After that designing the sheet pile construction, tierod, the pile, planning the budget, and makes the Detail Engineering Design (DED).From the planning, the profile of concrete sheet pile obtained is CCSP W-500-A-1000 with a total length of the sheet pile is 12.2 meters. On tierod using dimensions of 6.32 m long with a diameter of 5 cm. On the pile is using a steel pipe with a diameter of 40 cm which penetrated into 10 m depth. For the stability of the slope with the reinforcement of piles obtained SF = 5.5> 1.25, which can be said as safe.Keywords:  designing sheet pile, anchored sheet pile, steel pipe piles.

Recentralisation Of Performance Of Urban Solid Waste Management Service Delivery In Lubage-Kampala Uganda

2020 ◽  
Vol 8 (8) ◽  
pp. 82-99
Author(s):  
Madinah Nabukeera
Keyword(s):  
Service Delivery ◽  
Solid Waste ◽  
Traffic Management ◽  
Solid Waste Management ◽  
Secondary Data ◽  
Capital City ◽  
Management Service ◽  
The Road ◽  
On The Road ◽  
The City

Kampala is a government seat and the capital city of Uganda. Kampala has been referred to as an executive slum due to its breakdown in service delivery. Currently the city is facing increased population growth, increased demand for services, changing consumptions, rising income which has caused urbanization that resulted into increased solid waste generated. While Kampala has a lot of challenges i.e., garbage, potholes, sewer service, construction, traffic management, corruption, health services, environment, stray livestock and management of markets. The main objective of this papers was to investigate service delivery during the recentralization of the city in line with garbage tonnage. Secondary data from Lubaga division used with content analysis to analysis the collected data. Results indicated that a small number of trips and fuel consumption in December compared to October and November 2016. The fall in trend of garbage collected could be as a result of some measures like burning which are adopted by some households in Rubaga division. It is also believed that some KCCA garbage vehicles remain on the road sides and this would make it hard for some people who are far from the road to bring their garbage.

scholarly journals Road improvement from flexible pavement to rigid on Munjul - Panimbang Road Banten

2019 ◽  
Vol 270 ◽  
pp. 03007
Author(s):  
Telly Rosdiyani ◽  
Gunawan Noor ◽  
Irja Iswan
Keyword(s):  
Regional Development ◽  
Secondary Data ◽  
Concrete Pavement ◽  
Public Welfare ◽  
Primary Data ◽  
The Road ◽  
Road Pavement ◽  
Concrete Plate ◽  
Road Section ◽  
On The Road

Roads are an important element in promoting public welfare. With the approach of regional development, the achievement of balance and equitable regional development. Munjul-Panimbang Road Section, a crossroads of tourist access and liaison between villages and sub-districts, this certainly requires an increase in roads in facilitating transportation mobility. Improving the pavement structure that has been declining is one of the solutions that must be done immediately by replacing the pavement flexure structure into concrete pavement (Rigit Pavement). This project has been completed, thereby analyzing the suitability of the Concrete Pavement Road Pavement Planning. This road improvement uses the Concrete Pavement Concatenated Pavement (BBDT) type, stretching the thickness of concrete plate and the required reinforcement diameter. The research method based on Concrete Pavement Concrete Pavement Planning, Pd T-14 2003. Primary data and secondary data are needed as supporting in research. The result of the analysis shows that concrete pavement planning is 15 cm thick concrete plaster and perforated reinforcement per meter using 5D15 mm - 200 mm, while crosslinks per meter of 2D10 mm - 500 mm can withstand the burden of vehicles traveling on the road with the age of 20 years.

scholarly journals Solving traffic congestion consequences regarding e-taxi parking by identifying a suitable location for the e-taxi station: geo-spatial and AHP approaches

2020 ◽  
Vol 2 (2) ◽  
pp. 55-68
Author(s):  
Mazed Parvez
Keyword(s):  
Expert Opinion ◽  
Traffic Congestion ◽  
Road Network ◽  
Secondary Data ◽  
Geographical Information ◽  
Primary Data ◽  
Content Type ◽  
The Road ◽  
On The Road ◽  
Suitable Location

Purpose The quantity of e-taxi in Bangladesh is increasing day by day, especially in the municipality area. With the increase of this e-taxi quantity, it becomes hard to provide parking space for these consequences the illegal parking on road. This parking consequences traffic congestion on the road and obstructs the free flow of traffic. So, this paper aims to investigate the present scenario of this e-taxi parking problem and provides a solution by finding out a suitable location for an e-taxi station by the analytic hierarchy process (AHP) approach. Design/methodology/approach For the study, both primary and secondary data were collected. Primary data on existing parking points on the road of e-taxi which consequences traffic congestion are collected from the Municipality area. Secondary data on the existing road network of the Pabna Municipality has collected from the MIDP data also from the literature review. For the suitability analysis process for establishing an e-taxi station, six variables were determined. These variables are determined from the previous studies and the expert opinion survey. The six variables are land use of the study area, road network of the study area, proximity to the office area, proximity to the educational facilities, proximity from the market and finally,proximity from the hospital. After the selection of the variables ranking value was determined from the expert opinion. Then using The AHP method final weight value is determined and, finally, with the assist of geographical information system. Findings From the resulting total 4,285 spots were found as optimally suitable spots are found which is almost 21% of the suitable spot. No mostly suitable spots are found from the GIS analysis. The moderately suitable spots were found in the prime number of 14,817 spots, almost 75% of the suitable spot. Likely the most suitable spots no partly suitable spots were found but the number of very few suitable spots was found in the number of 918, 4% of the suitable spot. A total of 20,020 spots was found as suitable for the construction of E-taxi station. Originality/value Finding out a suitable spot for e-taxi stand the traffic congestion can be solved, accident risk can be minimized during loading and unloading of passengers and the municipality authority can find a permanent solution for the traffic congestion problem.

scholarly journals A Case Study on Pre-Opening Stage Road Safety Audit

2021 ◽  
Vol 889 (1) ◽  
pp. 012029
Author(s):  
Ashish ◽  
Sachin Dass ◽  
Saurabh Jaglan ◽  
Aman Ahlawat ◽  
Manju Suthar
Keyword(s):  
Traffic Congestion ◽  
Road Safety ◽  
Secondary Data ◽  
Primary Data ◽  
Potential Growth ◽  
Systematic Analysis ◽  
The Road ◽  
Road Section ◽  
On The Road ◽  
Road Safety Audit

Abstract Transportation has been instrumental in the growth of cultures since the dawn of time, allowing individuals to migrate and goods to be transported. A poorly aligned road not only creates a possible traffic threat but also increases commuting costs and puts a burden on drivers and travellers. As a result, careful decisions are critical in highway construction, both in terms of current needs and the potential growth of the region. A Road Safety Audit is a critical technique for paying detailed attention to road safety during the planning, construction, and maintenance phases of a road. The two key techniques in road safety work are accident reduction and accident prevention. This study focuses on both aspects. The road chosen in this study is another District Road in Bareilly District, Uttar Pradesh. It originates from Fatehganj Paschmi near NH-530 and merges with SH-37 at Baheri. Road Safety Audit is conducted on the road section before opening it to the traffic. This is a two-lane road without a paved shoulder in which Bareilly-Shahi Road also merges from the side at Chainage km 3+400. It has a Major Junction at Chainage km 10+000 which is densely populated Shahi Village. This study is about the road safety measures adopted on the newly built Bhitoura-Shahi-Shergarh-Baheri road and identifies any flaws that could result in an accident or pose a safety risk to road users. It is constructed to liberate people from traffic congestion. During the day, there is a lot of traffic on the road. On the basis of primary and secondary data collection, a systematic analysis of the road section is carried out. The methodology used entails gathering primary data performing a physical survey (inventory) and analyzing the observations, and secondary data from the appropriate authorities. Various recommendations to improve the deficiencies in order to ensure safe and efficient mobility are suggested as per IRC. The plants and tree along the road sides although control pollution of vehicles yet sometimes their branches have to be cut to reduce accidents.

scholarly journals Legal Protection of Street Children for Exploitation in Criminal Law Perspectives

2020 ◽  
Vol 5 (1) ◽  
pp. 15-20
Author(s):  
Esa Arung Syuhada
Keyword(s):  
Street Children ◽  
Analytical Data ◽  
Legal Protection ◽  
Secondary Data ◽  
Data Sources ◽  
Primary Data ◽  
The Road ◽  
Criminal Sanctions ◽  
Analytical Research ◽  
On The Road

Article 34 paragraph 1 of the 1945 Constitution states that "the poor and neglected children are maintained by the state. The research method uses normative law, specifications of descriptive analytical research, primary data sources and additional data sources, primary data collection methods and secondary data sources, the method of presenting data is descriptive analytical, data analysis methods of legal material analysis techniques using content analysis.Research results show that the factors that cause the emergence of street children in the Kendal area are economic factors, unemployment, low parent income. The efforts of Kendal District Social Service in handling street children formally and non-formally in Kendal are Preventive Efforts, Repressive Efforts, Rehabilitation Efforts. Legal protection for street children who commit criminal acts committed by street children in the Kendal area, handling is done through open houses. To provide alternatives other than open houses, other forms of opportunity use criminal sanctions as a last resort. street children who do the shopping on the road can be arrested. Then it is accommodated and then given a kind of action (maatregel) with the judge's decision entered into a special penitentiary or rehabilitation institution

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.

scholarly journals Konsep Desain Pengelolaan Dan Pemeliharaan Prasarana Ruang Jalan Umum Sesuai Standar Laik Fungsi Jalan Dan Standar Ruang Terbuka Hijau Kawasan Perkotaan

2019 ◽  
Vol 2 (3) ◽  
pp. 291
Author(s):  
Suwardo Suwardo ◽  
Heru Budi Utomo
Keyword(s):  
Open Space ◽  
City Planning ◽  
Secondary Data ◽  
Primary Data ◽  
Functional Requirements ◽  
Design Standards ◽  
The Road ◽  
Road Space ◽  
On The Road ◽  
Yogyakarta City

The objectives of the research are (1) to identify the infrastructure of green open space (RTH) concept on the road corridor, (2) to analyze the fulfillment of road space conditions against the requirements of road functional (SLFJ), (3) to analyze the completeness and condition of the road facilities to meet the green open space standard (SRTH), and (4) to set up development directives and design concepts for the management and maintenance of road space infrastructures that support green open space standards based on road functional requirements. Primary data for the analysis were obtained by direct observation/survey at the research site in Jalan Abu Bakar Ali, Malioboro, and Solo in Yogyakarta City and survey of respondents of road users with questionnaires. Secondary data used to support the analysis are (a) road map and condition of around study sites, (b) assumptions in design standards, (c) standards on markers, signs, lighting, drainage, and (d) related study reports. The method of quantitative and qualitative analysis according to SLFJ and SRTH was applied rationally. It can be concluded that the knowledge and perceptions of respondents about the use of road space and environmental conditions around the road in the three locations was obtained in Good category with scores of 3.4; 3.52; and 4.2, respectively. In Jalan Abu Bakar Ali respondents responded Agreed (score of 4.18), meaning that it required additional facilities and maintenance of the RTH’s facilities and landscape. The management and maintenance of RTH's infrastructure and facilities of Jalan Abu Bakar Ali, Jalan Malioboro and Jalan Solo has been done by Yogyakarta City Planning Agency, organized and well-scheduled. Based on the evaluation of road functional requirement in Jalan Abu Bakar Ali (secondary collector), Jalan Malioboro (secondary artery), and Jalan Solo (secondary artery), all that are categorized as Conditional Function (LS). It means that the road has not fulfilled some road functional requirements in terms of utilization of road space, or there are still technical recommendations that must be met so that roads can be categorized as Function (LF). It obtained that Road Use Space (RUMAJA) is not effectively used, which characterized by still many permanent and non permanent buildings in the RUMAJA area. The design concept of the management and maintenance of road infrastructure should be based on the principle of maximizing road function (according to SLFJ) and the fulfillment of green open spaces on sidewalks and around (according to SRTH).

scholarly journals Pengaruh Supeltas Terhadap Tingkat Pelayanan Simpang Jalan Trans Kalimantan-Komplek Griya Permata

2018 ◽  
Vol 2 (2) ◽  
pp. 36-44
Author(s):  
Riska Hawinuti
Keyword(s):  
Positive Impact ◽  
Secondary Data ◽  
Degree Of Saturation ◽  
Primary Data ◽  
Data Traffic ◽  
The Road ◽  
Traffic Data Collection ◽  
Calculation Results ◽  
The Government ◽  
Location Map

The appearanced of the peoples called “Supeltas" (Sukarelawan Pengatur lalulintas=Traffic Regulatory Volunteers) occurs along with the increasing number of queue vehicles that will turn towards the road. Supeltas itself is persons (not official from the government) who manage traffic flow expecting voluntari giffts from people passing through the road. Often, these activities broke the road rules and exacerbate existing congestion. The purpose of this study was to compare the performance of unsignalizes intersections between the existing and non-existent of "Supeltas" it self.             The requirement data needed are the primary data in the form of geometric data, traffic conditions, traffic and environmental conditions data, and secondary data in the form of population and location map. Traffic data collection is done using manual calculation for 2 periods on Tuesday, Wednesday and Thursday at 06.30-08.00 in the morning, noon 12.00-14.00 and afternoon at 16.30-18.30 WITA for each condition of rush hours. The calculation refers to MKJI 1997.             The calculation results obtained by the degree of saturation (DS) without the "Supeltas" amounting to 1,816 and with the provision "Supeltas" of 1,525, this DS value exceeds the IHMC ( Indonesian Highway Manual Capacity) previsions 0,75. It can be concluded that the existence of "Supeltas" made a positive impact to reduce the number of DS where it decreased 16.02%.

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