Dokumen tersebut membahas analisis lalu lintas di simpang bersinyal menggunakan metode Webster. Metode ini mempertimbangkan faktor-faktor seperti lebar lajur, gradien, komposisi kendaraan, belok kanan/kiri, pejalan kaki, dan parkir untuk mengestimasi arus jenuh dan kinerja simpang seperti tundaan rata-rata. Rumus-rumus digunakan untuk memodelkan pengaruh faktor-faktor tersebut pada arus
Proyectos arquitectura y servicios desde cobit5itService ®
Cuando la gente entiende el propósito del cambio, cómo va a afectar a ellos ya su trabajo, y cuando creen en la importancia y los beneficios del cambio, entonces las iniciativas de mejora son mucho más probables que tenga éxito.
This document provides an analysis of the proposed M9 Motorway PPP project in Pakistan. It includes:
1) An analysis of the key risks during construction and operation and proposed mitigation measures.
2) Details of the proposed security arrangements for lenders.
3) An estimate of the PKR 18.3 billion capital expenditure budget.
4) Preliminary financing terms including a 75:25 debt to equity ratio and 15% interest rate.
5) Sensitivity analyses of downside toll revenue and upside project economics scenarios.
Sebastian Emig - silver bullet for future urban mobilitity or waste of moneyimadhammoud
This document discusses the pros and cons of light rail transit (LRT) versus bus rapid transit (BRT) for future urban mobility. It finds that while BRT can be more flexible and affordable initially, LRT has higher capacity, better supports urban development, provides a higher quality ride, and may have lower long-term operational costs. The key is selecting the most appropriate transit mode based on local conditions and demand, with the goal of prioritizing public transportation over private vehicles to address issues like congestion, pollution and urban sprawl. Both BRT and LRT can transform public transit but LRT often enables greater regeneration and has more potential for future capacity increases. The overall conclusion is there is no single solution and
Presented by Dr John Nellthorp
http://www.its.leeds.ac.uk/people/j.nellthorp
at The Railway Engineers Forum technical seminar ‘Rail Freight – The way forward’ on the 15th June 2015 held at the IET, followed by a Parliamentary reception on the House of Lords Terrace.
The document discusses various sources of non-toll revenue for a concessionaire from a highway project. These include rental income from CNG stations, restaurants, buried utilities, and advertising along the highway that are currently collected by the NHA but will be transferred to the concessionaire. It also mentions plans to accelerate construction between two areas to complete 50% of a continuous stretch and gain public favor.
TMG International has experience with a wide range of business transactions including joint ventures, acquisitions, disposals, privatizations, public-private partnerships, franchises and securitizations. They have participated in transactions across multiple industries such as healthcare, transportation, utilities and defense with transaction values ranging from £1 million to £16 billion. TMG International has taken on various roles in these transactions such as finance director, managing director, project manager, strategic advisor and commercial advisor.
Dr. kim jraiw the economics of rail and metro developmentimadhammoud
The Economics of Rail and Metro Development discusses the importance of cities and efficient transport systems. Cities are integral to economic growth but also face challenges like congestion, accidents, and pollution. A sustainable transport system is needed to support economic development, enhance quality of life, and ensure safety. Public transport like rail and metro can help achieve these goals when integrated, high-capacity, and provide fast, convenient service. Successful systems require long-term strategic planning and adequate funding.
Dokumen tersebut membahas analisis lalu lintas di simpang bersinyal menggunakan metode Webster. Metode ini mempertimbangkan faktor-faktor seperti lebar lajur, gradien, komposisi kendaraan, belok kanan/kiri, pejalan kaki, dan parkir untuk mengestimasi arus jenuh dan kinerja simpang seperti tundaan rata-rata. Rumus-rumus digunakan untuk memodelkan pengaruh faktor-faktor tersebut pada arus
Proyectos arquitectura y servicios desde cobit5itService ®
Cuando la gente entiende el propósito del cambio, cómo va a afectar a ellos ya su trabajo, y cuando creen en la importancia y los beneficios del cambio, entonces las iniciativas de mejora son mucho más probables que tenga éxito.
This document provides an analysis of the proposed M9 Motorway PPP project in Pakistan. It includes:
1) An analysis of the key risks during construction and operation and proposed mitigation measures.
2) Details of the proposed security arrangements for lenders.
3) An estimate of the PKR 18.3 billion capital expenditure budget.
4) Preliminary financing terms including a 75:25 debt to equity ratio and 15% interest rate.
5) Sensitivity analyses of downside toll revenue and upside project economics scenarios.
Sebastian Emig - silver bullet for future urban mobilitity or waste of moneyimadhammoud
This document discusses the pros and cons of light rail transit (LRT) versus bus rapid transit (BRT) for future urban mobility. It finds that while BRT can be more flexible and affordable initially, LRT has higher capacity, better supports urban development, provides a higher quality ride, and may have lower long-term operational costs. The key is selecting the most appropriate transit mode based on local conditions and demand, with the goal of prioritizing public transportation over private vehicles to address issues like congestion, pollution and urban sprawl. Both BRT and LRT can transform public transit but LRT often enables greater regeneration and has more potential for future capacity increases. The overall conclusion is there is no single solution and
Presented by Dr John Nellthorp
http://www.its.leeds.ac.uk/people/j.nellthorp
at The Railway Engineers Forum technical seminar ‘Rail Freight – The way forward’ on the 15th June 2015 held at the IET, followed by a Parliamentary reception on the House of Lords Terrace.
The document discusses various sources of non-toll revenue for a concessionaire from a highway project. These include rental income from CNG stations, restaurants, buried utilities, and advertising along the highway that are currently collected by the NHA but will be transferred to the concessionaire. It also mentions plans to accelerate construction between two areas to complete 50% of a continuous stretch and gain public favor.
TMG International has experience with a wide range of business transactions including joint ventures, acquisitions, disposals, privatizations, public-private partnerships, franchises and securitizations. They have participated in transactions across multiple industries such as healthcare, transportation, utilities and defense with transaction values ranging from £1 million to £16 billion. TMG International has taken on various roles in these transactions such as finance director, managing director, project manager, strategic advisor and commercial advisor.
Dr. kim jraiw the economics of rail and metro developmentimadhammoud
The Economics of Rail and Metro Development discusses the importance of cities and efficient transport systems. Cities are integral to economic growth but also face challenges like congestion, accidents, and pollution. A sustainable transport system is needed to support economic development, enhance quality of life, and ensure safety. Public transport like rail and metro can help achieve these goals when integrated, high-capacity, and provide fast, convenient service. Successful systems require long-term strategic planning and adequate funding.
Government Reform: Lesson’s from Korean ExperienceDadang Solihin
This document summarizes a presentation given by Dr. Jin Park of the KDI School of Public Policy and Management on government reform in South Korea. The presentation covered four key topics: 1) the role of government in South Korea's early economic development, 2) government reform efforts after the 1997 Asian financial crisis, 3) how to reform the government, and 4) lessons learned from South Korea's experience with government reform.
The document provides details about the management control systems used for the Delhi Metro project. It summarizes the key reasons for project overruns and how the Delhi Metro project overcame these issues. Specifically, it discusses the MC1A contract between DMRC and KSHI-JV for the Vishwavidyalaya to Kashmere Gate underground corridor. It highlights the salient strategies used such as technology risk management, knowledge management, advance preparation, mobilization strategies, worker training, traffic management, environmental management, and quality and safety inspections that helped ensure the project was completed on time.
This document is a draft traffic study report for the proposed construction of the Karachi-Hyderabad Motorway (M9) on a built-operate-transfer (BOT) basis. It was prepared by Halcrow Pakistan for Bina Puri Holding Bhd. The report contains traffic count data collected along the proposed M9 route and competing routes to analyze traffic patterns and determine appropriate toll rates. It includes tables with daily, weekly and seasonal traffic variations, as well as origin-destination surveys, speed and delay analyses to evaluate the financial viability of the M9 project.
Public Private Partnership in Railways - A New Approach_IMR March 2008Anil Kumar Gupta
This document summarizes a research paper on public-private partnerships in Indian railways. It begins by providing context on the evolution of PPP models in infrastructure globally and in Indian railways specifically. It then summarizes the research methodology, which involved case studies and interviews on existing PPP experiments in Indian railways. The document finds that while literature on railway reforms focuses on privatization of existing networks, Indian railways has seen a unique, bottom-up approach to PPP through various small-scale experiments. It proposes developing a framework to promote more private partnership within the existing government structure to meet massive investment needs.
Are public financial management reforms yielding results in the Region? - Dun...OECD Governance
This presentation was made by Duncan Last, IMF, at the 12th Annual Meeting of OECD-CESEE Senior Budget Officials held in Ljubljana, Slovenia, on 28-29 June 2016
Built operate transfer case studies in local construction Sector in PakistanMeesum Zaidi
This document discusses built operate transfer (BOT) case studies in the local construction sector of Pakistan. It provides definitions and background for BOT projects, describing their typical structure and stakeholders. The document outlines the objectives and methodology of BOT projects, including the process from building to operating to transferring ownership. It also examines trends in BOT projects in Pakistan, challenges faced, and examples of specific motorway projects. The overall aim is to review BOT project trends and increase understanding of their use for infrastructure development in Pakistan.
The document discusses the problem of aging bridges in the United States and insufficient funding for maintenance and repair. It notes that over half of US bridges will require major structural work in the next 15 years, while funding for bridge repairs has increased far less than projected needs. Without proper maintenance, bridges can deteriorate and collapse, as evidenced by the 2007 collapse of the I-35W bridge in Minneapolis that killed 13 people. The document argues that increased funding for preventative maintenance and repair of bridges is needed to avoid costly collapses and ensure public safety.
The document discusses plans to convert the existing 4-lane Karachi-Hyderabad superhighway in Pakistan into a 6-lane motorway (M-9) using a build-operate-transfer (BOT) public-private partnership model. Some key points include:
- The 136km highway connects the port city of Karachi to northern Pakistan and sees high traffic volumes of over 24,000 vehicles daily.
- Upgrading to a 6-lane motorway would address the highway's exceeded capacity as traffic has grown significantly.
- The project involves rehabilitating the existing highway, adding two new lanes in each direction, and constructing new interchanges, toll plazas, and rest areas to
The LRT Line 2 Operation and Maintenance Project proposes private sector engagement to operate and maintain the existing 13.8km LRT Line 2 including the proposed 4.19km East Extension and other extensions that DOTC may add to LRT Line 2 in the future for a period of 10 to 15 years.
Dokumen tersebut membahas tentang komponen struktur jalan rel dan pembebanan yang bekerja pada struktur tersebut. Dibahas mengenai jenis rel yang digunakan di Indonesia, konstruksi dan penampang jalan rel, serta beban vertikal, horizontal, dan lateral yang dihasilkan oleh berat kereta api yang melintas.
Dokumen tersebut membahas perencanaan geometrik jalan yang meliputi peta kontur, rencana trase jalan, penentuan medan jalan, perhitungan alinyemen horizontal dan vertikal, serta perhitungan jarak pandang. Dokumen ini memberikan panduan dasar untuk merencanakan geometri jalan seperti menentukan jenis dan bentuk tikungan berdasarkan kecepatan rencana jalan.
Dokumen tersebut merangkum perencanaan tebal perkerasan jalan raya yang meliputi: (1) kriteria jalan yang akan direncanakan, (2) analisis lalu lintas untuk menentukan lintas ekuivalen, (3) penetapan indeks tabel perkerasan, (4) penetapan tebal perkerasan lentur dan kaku berdasarkan analisis tersebut.
Untuk memenuhi tugas mata kuliah Jalan Rel:
KELOMPOK 1
NISA HANIF
ALIF RAFLI ABDILLAH
AGUNG MADANI
KELAS REGULER A
PROGRAM STUDI TEKNIK SIPIL
FAKULTAS TEKNIK DAN SAINS
UNIVERSITAS IBN KHALDUN BOGOR
Mata kuliah Perencanaan Jalan Rel membahas tentang sejarah dan perkembangan jalan rel dari masa ke masa, konstruksi jalan rel, sambungan jalan rel dan pembagian jalan rel, perencanaan geometrik jalan rel, serta penyelidikan lapangan struktur subgrade jalan rel dan perancangan geometrik jalan rel. Mahasiswa juga akan mempelajari tentang prasarana jalan rel, struktur jalan rel dan kriteria pembebanannya, komponen rel dan penambatnya, bantalan rel, dan struktur balas. Selain itu, mahasiswa akan mempelajari tentang sistem perawatan jalan rel di Indonesia.
Mata kuliah ini sangat penting bagi mahasiswa teknik sipil yang ingin mempelajari lebih dalam tentang perencanaan jalan rel. Mahasiswa akan mempelajari berbagai aspek terkait jalan rel, mulai dari sejarah dan perkembangan, konstruksi, hingga perawatan. Dalam mata kuliah ini, mahasiswa akan mempelajari tentang perencanaan geometrik jalan rel, yang meliputi perencanaan dimensi dan karakteristik jalan rel. Selain itu, mahasiswa juga akan mempelajari tentang struktur jalan rel dan kriteria pembebanannya, sehingga dapat merancang struktur jalan rel yang aman dan tahan lama.
Dalam perkembangan transportasi di Indonesia, pengembangan sarana transportasi menggunakan kereta api semakin berkembang. Oleh karena itu, mata kuliah Perencanaan Jalan Rel sangat penting untuk mempersiapkan mahasiswa teknik sipil dalam menghadapi tantangan pengembangan jalan rel di masa depan.
Dokumen tersebut merangkum perencanaan tebal perkerasan jalan raya. Mencakup kriteria jalan, analisis lalu lintas, perhitungan lintas ekuivalen, indeks tabel perkerasan, penetapan tebal perkerasan lentur dan kaku, serta metode perkerasan kaku menurut Pd T-14-2003.
Laporan ini menyajikan hasil pengukuran rekayasa lalu lintas di ruas jalan Panji Suroso Kota Malang sepanjang 1500 meter. Pengukuran volume arus lalu lintas, kecepatan kendaraan, dan aktivitas samping dilakukan untuk menganalisis kondisi lalu lintas di ruas tersebut."
Government Reform: Lesson’s from Korean ExperienceDadang Solihin
This document summarizes a presentation given by Dr. Jin Park of the KDI School of Public Policy and Management on government reform in South Korea. The presentation covered four key topics: 1) the role of government in South Korea's early economic development, 2) government reform efforts after the 1997 Asian financial crisis, 3) how to reform the government, and 4) lessons learned from South Korea's experience with government reform.
The document provides details about the management control systems used for the Delhi Metro project. It summarizes the key reasons for project overruns and how the Delhi Metro project overcame these issues. Specifically, it discusses the MC1A contract between DMRC and KSHI-JV for the Vishwavidyalaya to Kashmere Gate underground corridor. It highlights the salient strategies used such as technology risk management, knowledge management, advance preparation, mobilization strategies, worker training, traffic management, environmental management, and quality and safety inspections that helped ensure the project was completed on time.
This document is a draft traffic study report for the proposed construction of the Karachi-Hyderabad Motorway (M9) on a built-operate-transfer (BOT) basis. It was prepared by Halcrow Pakistan for Bina Puri Holding Bhd. The report contains traffic count data collected along the proposed M9 route and competing routes to analyze traffic patterns and determine appropriate toll rates. It includes tables with daily, weekly and seasonal traffic variations, as well as origin-destination surveys, speed and delay analyses to evaluate the financial viability of the M9 project.
Public Private Partnership in Railways - A New Approach_IMR March 2008Anil Kumar Gupta
This document summarizes a research paper on public-private partnerships in Indian railways. It begins by providing context on the evolution of PPP models in infrastructure globally and in Indian railways specifically. It then summarizes the research methodology, which involved case studies and interviews on existing PPP experiments in Indian railways. The document finds that while literature on railway reforms focuses on privatization of existing networks, Indian railways has seen a unique, bottom-up approach to PPP through various small-scale experiments. It proposes developing a framework to promote more private partnership within the existing government structure to meet massive investment needs.
Are public financial management reforms yielding results in the Region? - Dun...OECD Governance
This presentation was made by Duncan Last, IMF, at the 12th Annual Meeting of OECD-CESEE Senior Budget Officials held in Ljubljana, Slovenia, on 28-29 June 2016
Built operate transfer case studies in local construction Sector in PakistanMeesum Zaidi
This document discusses built operate transfer (BOT) case studies in the local construction sector of Pakistan. It provides definitions and background for BOT projects, describing their typical structure and stakeholders. The document outlines the objectives and methodology of BOT projects, including the process from building to operating to transferring ownership. It also examines trends in BOT projects in Pakistan, challenges faced, and examples of specific motorway projects. The overall aim is to review BOT project trends and increase understanding of their use for infrastructure development in Pakistan.
The document discusses the problem of aging bridges in the United States and insufficient funding for maintenance and repair. It notes that over half of US bridges will require major structural work in the next 15 years, while funding for bridge repairs has increased far less than projected needs. Without proper maintenance, bridges can deteriorate and collapse, as evidenced by the 2007 collapse of the I-35W bridge in Minneapolis that killed 13 people. The document argues that increased funding for preventative maintenance and repair of bridges is needed to avoid costly collapses and ensure public safety.
The document discusses plans to convert the existing 4-lane Karachi-Hyderabad superhighway in Pakistan into a 6-lane motorway (M-9) using a build-operate-transfer (BOT) public-private partnership model. Some key points include:
- The 136km highway connects the port city of Karachi to northern Pakistan and sees high traffic volumes of over 24,000 vehicles daily.
- Upgrading to a 6-lane motorway would address the highway's exceeded capacity as traffic has grown significantly.
- The project involves rehabilitating the existing highway, adding two new lanes in each direction, and constructing new interchanges, toll plazas, and rest areas to
The LRT Line 2 Operation and Maintenance Project proposes private sector engagement to operate and maintain the existing 13.8km LRT Line 2 including the proposed 4.19km East Extension and other extensions that DOTC may add to LRT Line 2 in the future for a period of 10 to 15 years.
Dokumen tersebut membahas tentang komponen struktur jalan rel dan pembebanan yang bekerja pada struktur tersebut. Dibahas mengenai jenis rel yang digunakan di Indonesia, konstruksi dan penampang jalan rel, serta beban vertikal, horizontal, dan lateral yang dihasilkan oleh berat kereta api yang melintas.
Dokumen tersebut membahas perencanaan geometrik jalan yang meliputi peta kontur, rencana trase jalan, penentuan medan jalan, perhitungan alinyemen horizontal dan vertikal, serta perhitungan jarak pandang. Dokumen ini memberikan panduan dasar untuk merencanakan geometri jalan seperti menentukan jenis dan bentuk tikungan berdasarkan kecepatan rencana jalan.
Dokumen tersebut merangkum perencanaan tebal perkerasan jalan raya yang meliputi: (1) kriteria jalan yang akan direncanakan, (2) analisis lalu lintas untuk menentukan lintas ekuivalen, (3) penetapan indeks tabel perkerasan, (4) penetapan tebal perkerasan lentur dan kaku berdasarkan analisis tersebut.
Untuk memenuhi tugas mata kuliah Jalan Rel:
KELOMPOK 1
NISA HANIF
ALIF RAFLI ABDILLAH
AGUNG MADANI
KELAS REGULER A
PROGRAM STUDI TEKNIK SIPIL
FAKULTAS TEKNIK DAN SAINS
UNIVERSITAS IBN KHALDUN BOGOR
Mata kuliah Perencanaan Jalan Rel membahas tentang sejarah dan perkembangan jalan rel dari masa ke masa, konstruksi jalan rel, sambungan jalan rel dan pembagian jalan rel, perencanaan geometrik jalan rel, serta penyelidikan lapangan struktur subgrade jalan rel dan perancangan geometrik jalan rel. Mahasiswa juga akan mempelajari tentang prasarana jalan rel, struktur jalan rel dan kriteria pembebanannya, komponen rel dan penambatnya, bantalan rel, dan struktur balas. Selain itu, mahasiswa akan mempelajari tentang sistem perawatan jalan rel di Indonesia.
Mata kuliah ini sangat penting bagi mahasiswa teknik sipil yang ingin mempelajari lebih dalam tentang perencanaan jalan rel. Mahasiswa akan mempelajari berbagai aspek terkait jalan rel, mulai dari sejarah dan perkembangan, konstruksi, hingga perawatan. Dalam mata kuliah ini, mahasiswa akan mempelajari tentang perencanaan geometrik jalan rel, yang meliputi perencanaan dimensi dan karakteristik jalan rel. Selain itu, mahasiswa juga akan mempelajari tentang struktur jalan rel dan kriteria pembebanannya, sehingga dapat merancang struktur jalan rel yang aman dan tahan lama.
Dalam perkembangan transportasi di Indonesia, pengembangan sarana transportasi menggunakan kereta api semakin berkembang. Oleh karena itu, mata kuliah Perencanaan Jalan Rel sangat penting untuk mempersiapkan mahasiswa teknik sipil dalam menghadapi tantangan pengembangan jalan rel di masa depan.
Dokumen tersebut merangkum perencanaan tebal perkerasan jalan raya. Mencakup kriteria jalan, analisis lalu lintas, perhitungan lintas ekuivalen, indeks tabel perkerasan, penetapan tebal perkerasan lentur dan kaku, serta metode perkerasan kaku menurut Pd T-14-2003.
Laporan ini menyajikan hasil pengukuran rekayasa lalu lintas di ruas jalan Panji Suroso Kota Malang sepanjang 1500 meter. Pengukuran volume arus lalu lintas, kecepatan kendaraan, dan aktivitas samping dilakukan untuk menganalisis kondisi lalu lintas di ruas tersebut."
Similar to DRAFT Jakarta Light Rail Design criteria track (9)
2. TRACK
Daftar Isi
1. Light Rail Vehicle
2. Clearance Gauge
a) Static Envelope
b) Swept Path
3. Jarak Antar Track
4. Minimal lebar koridor untuk double track
5. Kriteria Desain
D
R
A
F
T
3. TRACK
1. Proposed Light Rail Vehicle for Design
• Technical Data
– Track gauge: 1067 mm
– Panjang : 51860 mm
– Lebar : 2650 mm
– Tinggi : 3600 mm
– Max Speed: 80 km/jam
– Current Collector:Third rail
– Power supply: 1500 VDC
– Minimum radius horizontal: 60 m
– Maximum gradient: 40‰
– Formasi kereta: 3 cars MC-T-MC
– Tinggi lantai : 915 mm (High Floor)
– Axle load : 12 ton
D
R
A
F
T
6. TRACK
2. Clearance Gauge
• Swept Path
– Penyimpangan arah dalam (W1) (Inswing)
– Penyimpangan arah luar (W2) (Outswing)
D
R
A
F
T
7. TRACK
2. Clearance Gauge
BASIC DIMENSION Motorized
Cab
Trailer
Overall Vehicle Length over body (L2) 16.97 meter 16.48 meter
Carbody Width (B) 2.65 meter 2.65 meter
Carbody width at Nose (W2) 2.345 meter 2.65 meter
Width of mirror (W3) 0 meter 0 meter
Truck centre to center spacing (L1) 11.55 meter 11.98 meter
Wheelbase (Lo) 1.85 meter 1.85 meter
End overhang over coupler ( C ) 3.17 meter 2.25 meter
Length of taper (D) 0.984 meter 0 meter
Taper width ( E ) 0.402 meter 0 meter
Mirror setback (F) 0 meter 0 meter
Mirror overhang (I) 0 meter 0 meter
Track gauge 1.067 meter 1.067 meter
Rail head width 0.07 meter 0.07 meter
D
R
A
F
T
10. TRACK
2. Clearance Gauge
Peron
• Celah antara badan kereta dan
peron maksimum adalah 75 mm
• Tinggi peron maksimal adalah
setinggi lantai kereta (sebagai
contoh 915 mm)
• Beda tinggi maksimal antara peron
dan lantai kereta adalah 50 mm
• Construction gauge di stasiun
adalah 300 mm dari clearance
gauge mulai ketinggian peron
sampai 3400 mm dari kepala rel
D
R
A
F
T
11. TRACK
3. Jarak Antar Track
Untuk Bagian Lurus dan Lengkung R > 100 m Untuk Bagian Lengkung dengan R < 100 m
Jarak antar Loading Gauge tanpa tiang LAA diantaranya adalah 300 mm
D
R
A
F
T
12. TRACK
4. Minimal lebar koridor untuk jalur ganda di viaduk
Jarak dari ruang bebas ke parapet minimal 700 mm untuk jalan rel tanpa balas dan
800 mm untuk jalan rel dengan balas
D
R
A
F
T
13. TRACK
6. Kriteria Desain
Lebar rel 1067 mm
Kecepatan maksimum desain 80 km/h
Radius lengkung horizontal Desirable minimum 60 m
Absolute minimum 50 m
Panjang jalan rel lurus Desirable minimum 20 m
Absolute minimum 15 m
Panjang minimum lengkung peralihan 15 m
Geometri lengkung peralihan Clothoid
Peninggian maksimum Jalur utama 110 mm
Peron 70 mm
Peninggian minimum 20 mm
Peninggian maksimum untuk R ≤ 100 m 30 mm
Cant deficiency maksimum 50 mm
Cant gradient Minimum 1 : 400
Maximum 1 : 1000
Rate of Change of Cant for Permissible Speed Minimum 35 mm/s
Maximum 55 mm/s
Radius minimum legkung vertical cembung 1000 m
Radius minimum legkung vertical cekung 1000 m
Gradien maksimum di lintas 40‰
di stasiun 1.5‰
di depo 60‰
Sudut Wesel di lintas #10
di depo #8
Tipe Jalan rel Direct Fixation Track
D
R
A
F
T