scholarly journals Analisis Penggantian Material Agregat Klas A Dan B Menjadi CTRB Paket Peningkatan Jalan Muara Teweh – Benangin Menggunakan Metode AASTHO’93

2020 ◽  
Vol 9 (1) ◽  
pp. 24-31
Author(s):  
Nasib A. Sera
Keyword(s):  
Surface Layer ◽  
Flexible Pavement ◽  
Public Works ◽  
Cultural Relations ◽  
Class B ◽  
Directorate General ◽  
Implementation Time ◽  
The Republic ◽  
The Government ◽  
Pavement Thickness

Roads are one of the infrastructures that will accelerate the growth and development of an area and open up socio-economic and cultural relations between regions. Along with the progress of infrastructure, the government has developed transportation facilities, namely the improvement of the Muara Teweh - Benangin road. In the Law of the Republic of Indonesia No.38 of 2004 concerning road infrastructure, roads have an important role in realizing the development of the nation's life. The improvement of the Muara Teweh - Benangin road used the flexible pavement thickness planning with the AASTHO 1993 method, the planned road life for flexible pavement was 20 years and the traffic growth factor was 6%. Sources of data used to plan flexible pavements were obtained from the Ministry of Public Works, Directorate General of Highways - National Executive Office VII. The data derived from the documentation is CBR data of subgrade and average traffic (LHR). These data are the basis most needed in planning a flexible pavement using the AASTHO method 1993. Based on the results of the calculation of the flexible pavement thickness planning using the AASTHO method, the following comparisons are obtained: (a) the total thickness of the surface layer HRS-Base / ATB 6 cm + HRS WC 3 cm, the upper foundation layer of class A = 15 cm, and the lower foundation layer of class B = 20 cm at a cost of Rp. 35,742,463,681, with an implementation time of 265 calendar days. (b) total surface layer thickness of HRS-Base / ATB 6 cm + HRS WC 3 cm, foundation layer CTRB 35 cm, at a cost of Rp. 34,278,182,220, - with execution time of 250 calendar days, resulting in a cost efficiency of Rp. 1,464,281,462, - with a difference of 15 calendar days

scholarly journals Alternatif Perencanaan Perkerasan Jalan Ruas Maros – Ujung Lamuru dengan Metode Bina Marga 2013

2021 ◽  
Vol 3 (2) ◽  
pp. 260-266
Author(s):  
Monalisa Bumbungan
Keyword(s):  
Flexible Pavement ◽  
Component Analysis ◽  
Public Works ◽  
Analysis Method ◽  
The Road ◽  
Road Pavement ◽  
Road Section ◽  
Directorate General ◽  
Pavement Thickness

This study aims to obtain the thickness of the flexible pavement (Flexible Pavement) from the Bina Marga 2013 method. The Bina Marga 2013 method is a method designed by the Directorate General of Highways, Ministry of Public Works. The change in the Bina Marga method to the Bina Marga 2013 method is intended to make the road pavement plan last longer. The Maros-Ujung Lamuru road section previously had a pavement layer where the old planning used the Component Analysis method and the author planned using the 2013 Bina Marga method.From the results of calculating the pavement thickness planning for the Maros - Ujung Lamuru section, segment 9 needs an increase in LPB 150 mm or 15 cm thick because the CBR value of the ground is low. Pavement thickness using the Bina Marga 2013 method is more economical and has a longer plan life than the Component Analysis method.

scholarly journals PERFORMANCE ANALYSIS OF FOREIGN LOANS IN DIRECTORATE GENERAL OF HIGHWAYS MINISTRY OF PUBLIC WORKS

2017 ◽  
Vol 2 (2) ◽  
pp. 205
Author(s):  
Yunik Eva Sarlina
Keyword(s):  
Public Works ◽  
Annual Reports ◽  
Road Infrastructure ◽  
Implementation Phase ◽  
The Road ◽  
Directorate General ◽  
Preparation Phase ◽  
Foreign Loans ◽  
The Republic ◽  
The Government

Provision of road infrastructure does, efficiently and effectively, have an effect on economy increase in a region. The limitedability of the government in the provision of funding for the road infrastructure requires the handling on the organizers of theroads, it also needs efforts to look for funding resources outside the APBN as a resource of funds for foreign loans. This studyaims to know the process of foreign loans, the characteristics of each foreign loan, and the loan implementation performance inDirectorate General of Highways, Ministry of Public Works. The research was using the qualitative descriptive methodsfocusing on thorough depiction of form, function, and meaning of prohibition; data collection was done by collecting the entireloan process from the preparation phase to the implementation phase through interviewing and documentation literature. Thedocument consists of the loan agreement document, documents monthly reports and annual reports, lender regulations, legalregulations of the Republic of Indonesia, photo documentation and archives. The result showed that the scoring ofperformance, multilateral loan is better than bilateral loan. This is evidenced by higher score for multilateral loan than bilateralloan. Particularly in terms of regulations, multilateral loan having score 15, it was because the lender adjusts by existingregulations in Indonesia, while bilateral loan having score 13. Furthermore, from the aspect of financial benefits, bilateral loanhave score of 41 and is more advantageous than the multilateral loan which score is 29.

scholarly journals Passing Off yang Dilakukan Oleh Pihak yang Beritikad Tidak Baik Melalui Pemakaian Nama Perseroan Terbatas

2020 ◽  
Vol 23 (02) ◽  
pp. 100-118
Author(s):  
Kimham Pentakosta ◽  
Elly Hernawati
Keyword(s):  
Government Regulation ◽  
Limited Liability ◽  
Limited Liability Company ◽  
Bad Faith ◽  
Passing Off ◽  
Directorate General ◽  
Trademark Registration ◽  
The Republic ◽  
The Government ◽  
Legal Administration

This paper focuses on the similarity of functions between Trademarks and Limited Liability Company Name, namely quality assurance function, which enables both to provide a guarantee on the reputation of goods and/or services offered to the consumer. Such similarity of functions between those two different legal terminology opens a loophole for any party, based on bad faith, to conduct passing off towards a registered trademarks owned by another party through the use of a limited liability company name. This paper shows the urgency of a harmonization and integration between the mechanism of applying for Trademark registration and the submission of the name of a limited liability company in Indonesia. Therefore, this paper will examine and criticize the laws and regulations relating to the two terminology above, inter alia the Law Number 20 of 2016 regarding Trademarks and Geographical Indications and the Government Regulation Number 43 of 2011 regarding Procedures for Filing and Use of Limited Liability Company Name. This paper concludes that the government of the Republic of Indonesia must immediately amend the regulation on the requirements for submitting the name of a limited liability company, by requiring the Directorate General of General Legal Administration to reject the name of a limited liability company that uses a name that has been registered as a brand by another party.

scholarly journals DESAIN ULANG DAN ANALISIS RESPONS STRUKTURAL PERKERASAN LENTUR PADA JALAN TOL JAKARTA-CIKAMPEK

2021 ◽  
Vol 4 (1) ◽  
pp. 109
Author(s):  
Verell Rengga Harsvardan ◽  
Anissa Noor Tajudin
Keyword(s):  
Fatigue Damage ◽  
Secondary Data ◽  
Flexible Pavement ◽  
Public Works ◽  
Primary Data ◽  
Toll Road ◽  
Calculation Results ◽  
Structural Responses ◽  
Main Components ◽  
Pavement Thickness

This research will redesign the flexible pavement on the Kalihurip-Cikampek toll road using three flexible pavement design methods, namely the 2002, 2013 and 2017 methods, and analyze the structural responses that occur in the form of horizontal and vertical strain, the main components. In calculating the value of repetition of permits against fatigue damage (Nf) and groove cracks (Nd), it is processed using the KENPAVE program. Furthermore, the calculation results of the flexible pavement thickness, the value of repetition of permits against fatigue damage (Nf) and groove crack damage (Nd) were compared from the three methods. The method used is mechanistic-empirical. Primary data is obtained from the Ministry of Public Works and Public Housing and LHR0 starting in 2020, taking into account traffic growth from 2020 to 2035, as well as secondary data assumptions by referring to previous regulations and research. The results of this study indicate that the 2002 method produced the largest pavement thickness, while the 2013 and 2017 methods produced relatively the same pavement thickness. However, the 2002 method produced the largest repetition of permits against fatigue damage (Nf) and groove cracks (Nd). So it can be concluded that the 2017 method produces a better design. ABSTRAKPenelitian ini akan mendesain ulang perkerasan lentur pada Jalan Tol Jakarta-Cikampek ruas Kalihurip-Cikampek menggunakan tiga metode desain perkerasan lentur yaitu metode 2002, 2013, dan 2017, serta menganalisis respons struktral yang terjadi berupa regangan horisontal dan vertikal, komponen utama dalam menghitung nilai repetisi izin terhadap kerusakan fatik (Nf) dan retak alur (Nd), diolah menggunakan program KENPAVE. Selanjutnya dibandingkan hasil perhitungan tebal perkerasan lentur, nilai repetisi izin terhadap kerusakan fatik (Nf) dan kerusakan retak alur (Nd) dari ketiga metode tersebut. Metode yang digunakan mekanistik-empiris. Data primer didapat dari Kementerian Pekerjaan Umum dan Perumahan Rakyat (PUPR) dan LHR0 dimulai pada tahun 2020, memperhitungkan pertumbuhan lalu lintas dari tahun 2020 sampai 2035, serta data sekunder asumsi dengan tetap mengacu pada peraturan dan penelitian sebelumnya. Hasil penelitian ini menunjukkan bahwa metode 2002 menghasilkan tebal perkerasan terbesar, sedangkan metode 2013 dan 2017 menghasilkan tebal perkerasan yang relatif sama. Namun metode 2002 menghasilkan repetisi izin terhadap kerusakan fatik (Nf) dan retak alur (Nd) terbesar. Sehingga disimpulkan metode 2017 menghasilkan desain lebih baik.

scholarly journals WEWENANG PENYELENGGARA JALAN OLEH PEMERINTAH KABUPATEN BERDASARKAN UNDANG-UNDANG REPUBLIK INDONESIA NOMOR 38 TAHUN 2004 TENTANG JALAN (STUDI DI WILAYAH KABUPATEN SINTANG)

2021 ◽  
Vol 9 (1) ◽  
Author(s):  
Victor Emanuel
Keyword(s):  
Road Transport ◽  
Public Works ◽  
Social Growth ◽  
The Public ◽  
The Road ◽  
Legal Structure ◽  
Structure Factors ◽  
Physical Infrastructure ◽  
The Republic ◽  
The Government

Road is a vital transportation infrastructure for the economic and social growth of its people. An accessible of road transport as a physical infrastructure facility for the better purpose of the its community. In case, the road damage in Sintang Regency area needs to be handled. Therefor, road organizer’s authority is required based on the provisions in Legal System the Republic of Indonesia about road Number 38 the years of 2004. This method of this study is a sociological juridical with a descriptive analytical research characteristics.As a result, the goverment’s authority of Sintang district or as the road organizer are based on a legal sytem article 16 about road number 38 the years of 2004 called as the authority of attribution. This implementation of this authority is technically by the Public Works Department of Sintang District. The causes of road damage for both of National and Provincial are because The government of Sintang District have no authority for handled. The government of Sintang DistrictGovernment only providing road damage reports .In conclusion, the authority of the government of Sintang District as the road organizer are based on a legal sytem article 16 about road number 38 the years of 2004. This authority as the authority of attribution. In technically, it is carried out by the Public Works Department of Sintang District. The roads in Sintang Regency consist of National roads, Provincial roads and Regency roads. In hence, it can be inferred that barrier factors for Government’s authority of Sintang District as road organizer, namely; the legal structure factors, the substance factors and the culture factors.

Pendampingan Penyusunan Rancangan Peraturan Daerah tentang Pencegahan dan Peningkatan Kualitas Perumahan Kumuh dan Permukiman Kumuh Kota Lhokseumawe

2019 ◽  
Vol 1 (1) ◽  
pp. 135
Author(s):  
Nurhaslita Sari
Keyword(s):  
Quality Improvement ◽  
Growth And Development ◽  
Public Works ◽  
Regional Government ◽  
National Legislation ◽  
Directorate General ◽  
The Government ◽  
Regulation Model ◽  
Slum Settlements

Regional Regulation (Perda) concerning Prevention and Improvement of Quality of Slums and Slums is an instrument to prevent the growth and development of slums in livable housing and settlements and to improve the quality of housing and settlements that are indicated as slums to become livable. Regional regulations on the Prevention and Improvement of Quality of Slum Housing and Slum Settlements are expected to contain regulations as regulated in national legislation and are equipped with specific local content for each region and to assist the Regional Government in the drafting process of the Regulation on Prevention and Quality Improvement of Slums and Slum Settlements, the Government (in this case the Directorate of Settlement Development, Directorate General of Human Settlements, Ministry of Public Works) has prepared a Regional Regulation Model on the Prevention and Quality Improvement of Slums and Slums. The purpose of the drafting of this Perda Model is to provide references and examples of regulations on prevention and improvement of the quality of slums and slums that have accommodated various provisions in national legislation.

scholarly journals EVALUASI KESIAPAN PEMERINTAH DAERAH DALAM MENERAPKAN PERATURAN PEMERINTAH NO. 71 TAHUN 2010 (STUDI KASUS PADA DINAS PEKERJAAN UMUM KABUPATEN MINAHASA UTARA)

2015 ◽  
Vol 4 (1) ◽  
pp. 123
Author(s):  
Brian Taruna Nugraha ◽  
Sifrid Pangemanan ◽  
Stanley K. Walandouw
Keyword(s):  
Qualitative Method ◽  
Government Regulation ◽  
Accounting Standards ◽  
Public Works ◽  
Accrual Accounting ◽  
Government Accounting ◽  
Financial Governance ◽  
The Republic ◽  
The Government

Changes in financial governance of the Republic of Indonesia has always been done by the government to increase the quality of management, financial accountability and transparency of the country to the fullest. This is evidenced by the issuance of government accounting standards based on Government Regulation 71 of 2010 on the application of accrual-based government accounting standards. Government Regulation No. 71 of 2010 which confirms that the adoption of accrual accounting is implemented at the latest by 2015. This would require careful preparation so that the implementation of accrual accounting can be done well. The object of this research is Department Of Public Works In North Minahasa District. Data analysis methods used in this study is a qualitative method. From the research, explained that Department Of Public Works In North Minahasa District is ready to accrual-based SAP implementation.

scholarly journals ANALISIS KERUSAKAN JALAN MENGGUNAKAN PROGRAM KENPAVE TERHADAP TEBAL PERKERASAN YANG DIDESIGN MENGGUNAKAN METODE ANALISA KOMPONEN, AUSTROAD DAN ASPHALT INSTITUTE

2018 ◽  
Vol 16 (2) ◽  
pp. 79
Author(s):  
Anita Rahmawati ◽  
Dian Setiawan ◽  
Mohammad Aby Yansun Pangestu ◽  
Robith Azkal Aulia
Keyword(s):  
Surface Layer ◽  
Traffic Load ◽  
Base Layer ◽  
Class B ◽  
Pavement Damage ◽  
Pavement Thickness

In order to improve and develop road quality, it is necessary to evaluate pavement thickness using the Analisa Komponen Method, the Austroads Method and the Asphalt Institute Method, then analyze pavement damage using Kenpave Program to know strain value that happened on road due to traffic load. Based on calculations that have been done, the results of pavement thickness of Analisa Komponen Method, that are the surface layer of 7,5 cm (Laston MS 340), the base layer of 10 cm (Laston Atas MS 340) and the subbase layer of 15 cm (Sirtu Class B). Austroads Method, that are the surface layer of 7,5 cm (Laston MS 340), the base layer of 13 cm (Laston Atas MS 340) and the subbase layer of 50 cm (Sirtu Class B). While for Asphalt Institute Method, that are the surface layer of 5 cm (Laston MS 340), the base layer of 10 cm (Laston Up MS 340) and the subbase layer of 15 cm (Sirtu Class B). Based on the analysis of the damage that has been done, only the Austroads Method is able to reach the life service, while the Analisa Komponen and the Asphalt Institute will experience damage before the life service.

scholarly journals APPLICATION OF E-GOVERNMENT IN IMMIGRATION MANAGEMENT INFORMATION SYSTEM (SIMKIM) AT DIRECTORATE GENERAL OF IMMIGRATION

2020 ◽  
Vol 2 (2) ◽  
pp. 93-113
Author(s):  
YUSUF RIZKY ADITYA
Keyword(s):  
Descriptive Analysis ◽  
Electronic Government ◽  
Director General ◽  
Presidential Decree ◽  
Directorate General ◽  
Research Problems ◽  
The Republic ◽  
The Government ◽  
Immigration Management ◽  
Selection Of

The government is currently implementing an e-government system to provide services to the community using technology. E-government or electronic government is the use of information technology by the government to provide information and services to its citizens. Presidential Instruction No. 3 of 2003 concerning national policies and strategies for e-government development and Presidential Regulation of the Republic of Indonesia Number 95 of 2018 concerning Electronic-Based Government Systems are the legal basis for designing SPBE in Indonesia. The application of e-government at the Directorate General of Immigration can be seen in its centralized services using SIMKIM. This research uses a qualitative approach with descriptive analysis method. In the discussion this research has been based on the selection of research problems related to the suitability of e-government design in SIMKIM at the Directorate General of Immigration based on Presidential Instruction No. 3 of 2003 and Presidential Decree No. 95 of 2018 and the implementation of e-government at the Directorate General of Immigration according to the stages of the Deloitte and Touche framework. The results of the discussion stated that the implementation of e-government at the Directorate General of Immigration was in accordance with the two regulations and the Director General had entered the second stage based on the Deloitte and Touche framework. It is hoped that this research can be used for further research development.  

scholarly journals Optimalisasi Biaya Dan Waktu Terhadap Perencanaan Jalan Dengan Menggunakan Metode Bina Marga 1987 Dengan Berbagai Tebal Indek Perkerasan (Studi Kasus : Pada Ruas Jalan Puruk Cahu - Km 50 - Batas Kota Muara Teweh Kabupaten Barito Utara)

2020 ◽  
Vol 9 (1) ◽  
pp. 9-23
Author(s):  
Erlin Meyer
Keyword(s):  
Road Construction ◽  
Base Layer ◽  
The Road ◽  
Class B ◽  
Implementation Time ◽  
Efficient Alternative ◽  
The Difference ◽  
Pavement Construction ◽  
Time Required ◽  
Pavement Thickness

Pavement planning is good, because in this way the pavement construction is able to carry the load of vehicles passing on it and spread the load to the layers beneath it, including the subgrade, without causing significant damage to the road construction itself. The purpose of this study is to obtain the most efficient alternative pavement thickness index and to obtain the required cost and time. The results showed that the Pavement Thickness Index (ITP) using the Bina Marga Method = 7.48 and the 1993 AASHTO Method = 10.20 had a difference of 2.72. The difference in Pavement Thickness Index (ITP) resulted in the addition of pavement thickness using the 1993 AASHTO Method. The economical Pavement Thickness Index (ITP) was the ITP Bina Marga Method with a construction cost of Rp 12.7 billion, with savings of Rp 3.8 billion. By determining the pavement thickness at the same base layer = 20 cm, it is found that the type of material is Aggregate Class B, CBR is 80% cheaper than cement + CTRB with savings of Rp 913,991,544, - ~ 1 billion. The time required in implementing the Bina Marga Method is more efficient than the 1993 AASHTO Method with a savings of 44 days, this is due to cement work + CTRB = 15 + 29 = 44 days. While Aggregate Class B, CBR 80% only takes 22 days, thus saving 22 is also due to the larger ITP of the 1993 AASHTO Method so that it requires additional thickness of the base layer under Aggregate Class C, CBR 30% of 22 cm thus increasing the duration of the implementation time by 24 days

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