The document discusses challenges and solutions related to constructing a high-speed rail line between Mecca and Medina in Saudi Arabia. Sand is a major problem that can cover tracks and erode infrastructure. Preventive measures include vegetation barriers, surface treatments, and specialized track designs like slab track to prevent sand entry. Track materials will be supplied through 5 construction bases along the line using road and sea transport. Ballast, sleepers, and rails will be sourced locally and from overseas ports, stored at bases, and distributed as needed for track assembly.
The document provides an overview of mine haul road design, construction, and maintenance. Some key points:
1) An integrated design approach is necessary to optimize haul road performance, considering geometric, structural, functional, and maintenance designs. Poor design of any one component can compromise overall road performance.
2) Rolling resistance is a major factor impacting haul truck productivity and costs. Even small reductions in rolling resistance through improved design can significantly increase truck speeds and productivity.
3) Different haul truck types have varying design requirements - articulated dump trucks can operate on poorer quality roads compared to rigid-body trucks, but all truck types benefit from a well-designed, constructed, and maintained haul road network.
Mine Haul Road Upgrade Project OZ Minerals Prominent Hill South AustraliaStephen McKnight
An all weather Haul Road Upgrade Project was implemented at the OZ Minerals Prominent Hill site in March 2012. The primary objective was to introduce a "traffic light" system identifying the various levels of remediation required and types of depths and material to be utilised. Once designed crossfalls and appropriate drainage were established in conjunction with sub-base, base and wearing course materials the mining haul roads were capable of sustaining traffic during light rain events; thus increasing productivity and vehicle integrity and longevity for sustained periods. The project provided appropriate road systems both in pit and on surface routes to the waste dumps and ROM Pad during rain events. Some $4M per year in recovered productivity has been anticipated by the implementation of this successful project initiative.
Maritime Simulators for training and engineering projectsPaul Racicot
The Maritime Simulation and Resource Centre (MSRC) provides maritime simulation and training using an advanced navigation simulator. It has several ship models and simulation labs equipped to train pilots, evaluate projects, and ensure navigation safety. The MSRC works with the Corporation of Lower St. Lawrence Pilots and offers internationally recognized simulation expertise and tailor-made training programs.
This advice note from the Department of Transport provides recommendations on the location, use, and layout of kerbs and edgings along rural roads. It addresses when kerbs should be used versus hard strips or edge lining, guidelines for dropped kerbs, and types of upstand kerbs appropriate for different contexts like urban versus rural locations. The recommendations aim to delineate the road edge while considering traffic safety, drainage, and accessibility for various users.
Mabey Bridge designs, manufactures, and delivers modular bridge systems to over 140 countries. They offer a wide range of bridge solutions that can be used for both temporary and permanent infrastructure in remote, urban, and disaster-struck areas. Mabey Bridge bridges are pre-engineered, modular, and easy to assemble using standardized components. Their bridges are used for applications such as emergency response, rural infrastructure, urban flyovers, military supply routes, and more. Mabey Bridge prides itself on high quality products and project support.
Bridges contain several key substructures including abutments, piers, and piles. Abutments are the substructures at each end of a bridge that transfer traffic loads into the ground. Piers are tall columns or walls that support the superstructure of the bridge over land or water. Piles are long structural elements that transfer bridge loads deep into the ground to help support abutments and piers.
This notice reminds ship masters and navigators of the importance of adhering to thorough passage plans and using accurate, large-scale charts when navigating, especially near coastlines. It was prompted by recent groundings caused by poor navigation and outlines the need for comprehensive planning, monitoring positions, and not deviating from plans without reason. Masters are responsible for safe navigation even with a pilot aboard, and all crew should be properly trained in their duties.
The document provides an overview of mine haul road design, construction, and maintenance. Some key points:
1) An integrated design approach is necessary to optimize haul road performance, considering geometric, structural, functional, and maintenance designs. Poor design of any one component can compromise overall road performance.
2) Rolling resistance is a major factor impacting haul truck productivity and costs. Even small reductions in rolling resistance through improved design can significantly increase truck speeds and productivity.
3) Different haul truck types have varying design requirements - articulated dump trucks can operate on poorer quality roads compared to rigid-body trucks, but all truck types benefit from a well-designed, constructed, and maintained haul road network.
Mine Haul Road Upgrade Project OZ Minerals Prominent Hill South AustraliaStephen McKnight
An all weather Haul Road Upgrade Project was implemented at the OZ Minerals Prominent Hill site in March 2012. The primary objective was to introduce a "traffic light" system identifying the various levels of remediation required and types of depths and material to be utilised. Once designed crossfalls and appropriate drainage were established in conjunction with sub-base, base and wearing course materials the mining haul roads were capable of sustaining traffic during light rain events; thus increasing productivity and vehicle integrity and longevity for sustained periods. The project provided appropriate road systems both in pit and on surface routes to the waste dumps and ROM Pad during rain events. Some $4M per year in recovered productivity has been anticipated by the implementation of this successful project initiative.
Maritime Simulators for training and engineering projectsPaul Racicot
The Maritime Simulation and Resource Centre (MSRC) provides maritime simulation and training using an advanced navigation simulator. It has several ship models and simulation labs equipped to train pilots, evaluate projects, and ensure navigation safety. The MSRC works with the Corporation of Lower St. Lawrence Pilots and offers internationally recognized simulation expertise and tailor-made training programs.
This advice note from the Department of Transport provides recommendations on the location, use, and layout of kerbs and edgings along rural roads. It addresses when kerbs should be used versus hard strips or edge lining, guidelines for dropped kerbs, and types of upstand kerbs appropriate for different contexts like urban versus rural locations. The recommendations aim to delineate the road edge while considering traffic safety, drainage, and accessibility for various users.
Mabey Bridge designs, manufactures, and delivers modular bridge systems to over 140 countries. They offer a wide range of bridge solutions that can be used for both temporary and permanent infrastructure in remote, urban, and disaster-struck areas. Mabey Bridge bridges are pre-engineered, modular, and easy to assemble using standardized components. Their bridges are used for applications such as emergency response, rural infrastructure, urban flyovers, military supply routes, and more. Mabey Bridge prides itself on high quality products and project support.
Bridges contain several key substructures including abutments, piers, and piles. Abutments are the substructures at each end of a bridge that transfer traffic loads into the ground. Piers are tall columns or walls that support the superstructure of the bridge over land or water. Piles are long structural elements that transfer bridge loads deep into the ground to help support abutments and piers.
This notice reminds ship masters and navigators of the importance of adhering to thorough passage plans and using accurate, large-scale charts when navigating, especially near coastlines. It was prompted by recent groundings caused by poor navigation and outlines the need for comprehensive planning, monitoring positions, and not deviating from plans without reason. Masters are responsible for safe navigation even with a pilot aboard, and all crew should be properly trained in their duties.
This document provides an overview of pavement design procedures. It discusses the importance of effective pavement design and outlines the key steps in the pavement design process, including reviewing pavement management data, evaluating the existing pavement and subgrade, performing structural calculations, and setting specifications. It also describes different pavement types (flexible, rigid, composite), defines related terms, and notes that new mechanistic-empirical pavement design methods are being evaluated.
The document discusses the preliminary studies required for the geometric design of roads, including their classification, basic design criteria, engineering considerations, and standards. It covers analyzing demand and terrain, conducting surveys, studying hydrology, geology, environment and safety. The goal is to design roads appropriately based on capacity and standards according to road classification and terrain conditions.
This document discusses the Road Safety Audit and Crash Reduction Project (RSACRP) in Indonesia. It introduces the project team leader and provides an overview of Road Infrastructure Safety Management (RISM) principles of creating self-explaining roads and forgiving environments. The document then outlines RISM approaches in Indonesia, including road safety audits, inspections, and black spot management. It focuses on the crash reduction process, describing how sites are identified, inspected, and countermeasures are recommended. Key recommendations for improving road safety include providing sealed shoulders, delineating alignments, and marking hazards like bridge end walls.
This document provides information on interlocking concrete block pavements (ICBP). It discusses the introduction, advantages, limitations, and applications of ICBP technology. It also describes the shapes and classifications of blocks, the construction process including compaction techniques, and includes a case study example. The conclusion states that ICBP can provide durable infrastructure at a lower cost than other pavement types for certain traffic and site conditions.
- Mr. Amit
- Mr. Rajesh
- Mr. Sunil
- Mr. Nitin
- Mr. Sachin
- Mr. Rakesh
- Mr. Anil
- Mr. Vijay
- Mr. Sanjay
- Mr. Mahesh
- Mr. Suresh
- Mr. Naresh
- Mr. Ajay
- Mr. Pankaj
- Mr. Nilesh
- Mr. Anand
- Mr. Ashok
- Mr. Manoj
- Mr. Ramesh
- Mr. Vinod
- Mr. Dinesh
- Mr. Pradeep
- Mr. Mahendra
- Mr
King Abdullah Road 4 12 07 Presentationguest2d44ee
The document discusses plans to upgrade a 5.3 km section of King Abdullah Road in Riyadh, Saudi Arabia from a surface road to an urban freeway. The project aims to reduce traffic congestion along the corridor by increasing capacity and improving mobility and safety. A top-down construction methodology will be used to build new freeway infrastructure below the existing roadway while maintaining traffic flow above. Microsimulation modeling will evaluate proposed construction detours and their impacts on traffic.
The document discusses methods for rehabilitating existing pavement to extend its service life. It describes reasons for rehabilitation such as structural failure, drainage issues, increased traffic loads, or needing to upgrade geometric standards. Common rehabilitation techniques include overlays, which can be asphalt, concrete, or ultra-thin concrete. The document provides details on evaluating pavement performance, designing overlays using methods like component analysis or deflection testing, and guidelines from organizations like AASHTO.
The document provides information on the key aspects of planning and constructing a cross-country pipeline project. It discusses surveying the route, acquiring rights-of-way, assembling and welding pipe sections, lowering the pipe into the ground, installing valves and crossing structures, backfilling trenches, testing the pipeline integrity, and implementing cathodic protection. The overall process involves detailed engineering design, procurement, and managing construction to safely deliver bulk fluids across long distances via an underground pipeline system.
This document provides a project report comparing techniques and methods for constructing elevated metro rail corridors in Delhi, India. It discusses various structural forms, construction methodologies, environmental impacts, and costs. The report finds that segmental construction using precast concrete segments is preferable to cast-in-situ construction as it allows for very fast progress, minimal traffic disruptions, and flexibility. Single segment girders for dual tracks have advantages over separate girders in terms of construction simplicity and aesthetics. Erection of viaducts is done using specialized launching gantries. Environmental impacts of construction like noise and vibration must be mitigated.
Rigid pavements are concrete slabs that distribute vehicle loads through beam action. They have high flexural strength and small deflections compared to flexible pavements. The presentation discusses the types of rigid pavements including jointed plain concrete, jointed reinforced concrete, and continuously reinforced concrete pavements. It also covers the design factors for rigid pavements such as traffic loading, subgrade strength, environmental conditions, and material properties. Rigid pavements are designed to last 30 years with minimal maintenance required over the design life.
tunnelling scope, construction techniques and necessityShashank Gaurav
This document discusses tunnel construction methods and planning. It describes the main types of tunnels based on application and construction method. The key construction methods covered are cut-and-cover, pipe jacking, shield tunneling, New Austrian tunneling method, and immersed tube tunneling. For each method, the document outlines the construction sequence, advantages, and disadvantages. Proper planning stages including investigations and alignment selection are also emphasized.
A RCC bridge is a monolithic structure that is poured in place. Forms are placed, the reinforcing steel is placed into the forms and a concrete mix is poured into the forms. The rebar extends beyond the form to allow connection to the next section to be poured. In a PSC structure the elements are precast either in a yard or onsite. They are cast with longitudinal holes to allow the prestressing strands to be extended between them. These strands use their tension to pull the units together and to act as reinforcement by prestreeing the entirety of the structure to make it stronger.
MEMOIR-Optimization of Tunnel reconstruction.pptxTebonLionel
This is a theses project done by Rodney Chiabi, 2019. It deals with "Optimization of tunnel reconstruction: case of a railway guage conversion". This theses had as aim the answer the questions: (1) How to efficiently execute tunnel reconstruction procedures; (2) How to maintain train circulation in the CAMRAIL tunnel; (3) How to reduce cost and construction time.
This document discusses the progress of roundabouts in the United States over time. It began with the first modern roundabouts being built in Nevada in 1990. Since then, roundabouts have grown in popularity across different states. National studies have shown roundabouts reduce injuries by 70% and all collisions by 35% compared to other intersection types. The document provides examples of challenging roundabout designs that have been successfully implemented. It emphasizes selecting appropriate locations and thorough education to achieve successful roundabouts.
1) Scott Wilson Group plc is a global integrated design and engineering consultancy with over 6,000 employees worldwide.
2) Research Consultancy & Specialised Surveys (RCSS) offers pavement engineering, materials testing, highway asset management, and other specialized services.
3) RCSS has over 180 staff with advanced degrees and provides innovative solutions using new testing methods and whole-life modeling of pavements.
Jaipur metro rail corporation summer training reportRajendra Jhurawat
The document provides an overview of the Jaipur Metro Rail project from Mansarovar to Badi Chaupar. It discusses the civil engineering aspects of the project including the viaduct and underground structures. It also covers relocation of affected structures, design of pre-stressed concrete bridges, and types of pre-stressing including pre-tensioning and post-tensioning. Lists of references are also included.
Here are the key steps for designing the flexible pavement:
1. Design life = 15 years (as per guidelines for highways)
2. Traffic growth rate = 5% per annum (assumed)
3. Calculate design traffic in msa using traffic growth rate and design life
4. Conduct soil tests to determine CBR value of subgrade soil
5. Select pavement layers and their thicknesses using design charts as per IRC guidelines based on design traffic and CBR value.
6. Check stability and serviceability requirements are satisfied.
7. Specify materials, compaction requirements and construction methods for each pavement layer.
8. Prepare detailed cost estimate and drawings for construction.
The document summarizes a conference on sustainable bridge design, planning, and construction to be held in Abu Dhabi, UAE from October 25-27, 2010. It provides information on workshops, speakers, sponsors, and registration. A case study is presented on the planning, design, and construction of the Mafraq Interchange project in Abu Dhabi, including traffic analysis, structural design considerations, and construction techniques used to complete the project on schedule while incorporating sustainability measures.
Mr. craig tengström kuwait metro and railimadhammoud
The document summarizes T-Track, a pre-cast modular ballast-less track system developed in South Africa. It has been installed in several countries for various rail applications. Key points include:
- T-Track was originally developed to address drainage issues in mines and has evolved into a pre-cast system with capital and life cycle cost benefits over ballasted track.
- Installations have occurred in several African and Middle Eastern countries, as well as North America and Australia.
- The system provides benefits such as reduced earthworks, mitigation of flooding, simple cabling and third rail designs, and reduction of stray currents.
- T-Track has been proven in desert environments in Saudi Arabia since 2008
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.
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The document discusses the preliminary studies required for the geometric design of roads, including their classification, basic design criteria, engineering considerations, and standards. It covers analyzing demand and terrain, conducting surveys, studying hydrology, geology, environment and safety. The goal is to design roads appropriately based on capacity and standards according to road classification and terrain conditions.
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This document provides information on interlocking concrete block pavements (ICBP). It discusses the introduction, advantages, limitations, and applications of ICBP technology. It also describes the shapes and classifications of blocks, the construction process including compaction techniques, and includes a case study example. The conclusion states that ICBP can provide durable infrastructure at a lower cost than other pavement types for certain traffic and site conditions.
- Mr. Amit
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The document discusses plans to upgrade a 5.3 km section of King Abdullah Road in Riyadh, Saudi Arabia from a surface road to an urban freeway. The project aims to reduce traffic congestion along the corridor by increasing capacity and improving mobility and safety. A top-down construction methodology will be used to build new freeway infrastructure below the existing roadway while maintaining traffic flow above. Microsimulation modeling will evaluate proposed construction detours and their impacts on traffic.
The document discusses methods for rehabilitating existing pavement to extend its service life. It describes reasons for rehabilitation such as structural failure, drainage issues, increased traffic loads, or needing to upgrade geometric standards. Common rehabilitation techniques include overlays, which can be asphalt, concrete, or ultra-thin concrete. The document provides details on evaluating pavement performance, designing overlays using methods like component analysis or deflection testing, and guidelines from organizations like AASHTO.
The document provides information on the key aspects of planning and constructing a cross-country pipeline project. It discusses surveying the route, acquiring rights-of-way, assembling and welding pipe sections, lowering the pipe into the ground, installing valves and crossing structures, backfilling trenches, testing the pipeline integrity, and implementing cathodic protection. The overall process involves detailed engineering design, procurement, and managing construction to safely deliver bulk fluids across long distances via an underground pipeline system.
This document provides a project report comparing techniques and methods for constructing elevated metro rail corridors in Delhi, India. It discusses various structural forms, construction methodologies, environmental impacts, and costs. The report finds that segmental construction using precast concrete segments is preferable to cast-in-situ construction as it allows for very fast progress, minimal traffic disruptions, and flexibility. Single segment girders for dual tracks have advantages over separate girders in terms of construction simplicity and aesthetics. Erection of viaducts is done using specialized launching gantries. Environmental impacts of construction like noise and vibration must be mitigated.
Rigid pavements are concrete slabs that distribute vehicle loads through beam action. They have high flexural strength and small deflections compared to flexible pavements. The presentation discusses the types of rigid pavements including jointed plain concrete, jointed reinforced concrete, and continuously reinforced concrete pavements. It also covers the design factors for rigid pavements such as traffic loading, subgrade strength, environmental conditions, and material properties. Rigid pavements are designed to last 30 years with minimal maintenance required over the design life.
tunnelling scope, construction techniques and necessityShashank Gaurav
This document discusses tunnel construction methods and planning. It describes the main types of tunnels based on application and construction method. The key construction methods covered are cut-and-cover, pipe jacking, shield tunneling, New Austrian tunneling method, and immersed tube tunneling. For each method, the document outlines the construction sequence, advantages, and disadvantages. Proper planning stages including investigations and alignment selection are also emphasized.
A RCC bridge is a monolithic structure that is poured in place. Forms are placed, the reinforcing steel is placed into the forms and a concrete mix is poured into the forms. The rebar extends beyond the form to allow connection to the next section to be poured. In a PSC structure the elements are precast either in a yard or onsite. They are cast with longitudinal holes to allow the prestressing strands to be extended between them. These strands use their tension to pull the units together and to act as reinforcement by prestreeing the entirety of the structure to make it stronger.
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This is a theses project done by Rodney Chiabi, 2019. It deals with "Optimization of tunnel reconstruction: case of a railway guage conversion". This theses had as aim the answer the questions: (1) How to efficiently execute tunnel reconstruction procedures; (2) How to maintain train circulation in the CAMRAIL tunnel; (3) How to reduce cost and construction time.
This document discusses the progress of roundabouts in the United States over time. It began with the first modern roundabouts being built in Nevada in 1990. Since then, roundabouts have grown in popularity across different states. National studies have shown roundabouts reduce injuries by 70% and all collisions by 35% compared to other intersection types. The document provides examples of challenging roundabout designs that have been successfully implemented. It emphasizes selecting appropriate locations and thorough education to achieve successful roundabouts.
1) Scott Wilson Group plc is a global integrated design and engineering consultancy with over 6,000 employees worldwide.
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Here are the key steps for designing the flexible pavement:
1. Design life = 15 years (as per guidelines for highways)
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3. Calculate design traffic in msa using traffic growth rate and design life
4. Conduct soil tests to determine CBR value of subgrade soil
5. Select pavement layers and their thicknesses using design charts as per IRC guidelines based on design traffic and CBR value.
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7. Specify materials, compaction requirements and construction methods for each pavement layer.
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The document summarizes a conference on sustainable bridge design, planning, and construction to be held in Abu Dhabi, UAE from October 25-27, 2010. It provides information on workshops, speakers, sponsors, and registration. A case study is presented on the planning, design, and construction of the Mafraq Interchange project in Abu Dhabi, including traffic analysis, structural design considerations, and construction techniques used to complete the project on schedule while incorporating sustainability measures.
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- Installations have occurred in several African and Middle Eastern countries, as well as North America and Australia.
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Mr. jose solorza haramain high speed railway phase 2
1. Haramain High Speed Railway Phase 2
The superstructure:
Main problems, typical sections;
logistic of track material supply
2. ingeniería y consultoría de transporte
transport engineering and consultancy
Main problems
• THE SAND is the most important problem related with the track along the high-speed line
between Mecca and Medina:
• Sandstorms and sand in suspension.
• Advance of the dunes.
• TEMPERATURE On the other hand, high temperatures do not present a problem, not cause
large temperature contrasts between summer and winter and between day-night, although the
mean ambient temperature is high.
2
3. ingeniería y consultoría de transporte
transport engineering and consultancy
Consequences of sand presence
• Can cover the route.
• Cause grind down and erosion of the
elements (electrification, communications and
signaling, ...)
• Contamination of the ballast (loss of
mechanical properties, decrease drainage,
deterioration of sleepers, rail, ...)
3
4. ingeniería y consultoría de transporte
transport engineering and consultancy
Solving the problem of sand
Preventive measures: avoid the sand reach the ballast
Corrective measures: maintenance
Active measures and design: proper track superstructure (slab track)
Objective: To reduce maintenance
Developing a plan of action and protection: studies of type of disease , quantification and
section.
4
5. ingeniería y consultoría de transporte
transport engineering and consultancy
Preventive measures
The design of preventive measures should be considered on sands to the maintenance plan
(frequency of cleaning the sand accumulated).
- Optimization of the layout, as far as possible, seeking to reduce the risks (design
of horizontal and vertical alignment, depth and profile of the ballast).
- Mitigation techniques and prevention of possible movement of sand on the track: using
vegetation belts as a possible solution, surface treatments, running ditches and placement of
barriers or walls and fences.
- Design of track to prevent entry of sand (slab track systems, application of ballast protection
with foam or blankets , elevated sleepers ...).
The optimization of the route has a high efficiency and low maintenance, but requires projecting
above the implementation of the infrastructure.
Any action taken subsequently to the execution of infrastructure is a high cost of implementation.
Some mitigation techniques are equally highly effective, but at greater costs of implementation and
maintenance.
The different designs of track involving the replacement of the ballast have expensive installation,
but minor maintenance, and there is not enough experience.
5
6. ingeniería y consultoría de transporte
transport engineering and consultancy
Preventive measures
Preventive measures
Superficial treatments (gravel)
Vegetation
Superficial treatments (chemical)
Protection barriers
6
7. ingeniería y consultoría de transporte
transport engineering and consultancy
Preventive Measures
Preventive Measures
Slab track system, with seat elevated rail
7
8. ingeniería y consultoría de transporte
transport engineering and consultancy
Embankment section in sand areas
Embankment section in sand areas
As techniques for mitigation or prevention of movement of sand in desert areas, the most widely
tested and effective are those based on creating belts of vegetation to protect the track and
fencing and barriers holding. Although the installation has a cost, this is not very high, offering a
good performance.
A part of the solutions that can be taken to protect the track of the sand carried by wind and its
related problems,could be very positive to leave a buffer strip on both sides (at least downwind)
of the track where the majority of the sand is stocked.
However, any option or technique requires regular maintenance to remain effective.
8
9. ingeniería y consultoría de transporte
transport engineering and consultancy
Embankment section in sand areas
Embankment section in sand areas
There are some proposed solutions to problem areas of high-speed route between Mecca and
Media in Saudi Arabia, under infrastructure implementation phase.
Ditch design and Draa design variants
9
10. ingeniería y consultoría de transporte
transport engineering and consultancy
Typical track cross-section
Typical track cross-section
Ballast track cross-section
10
11. ingeniería y consultoría de transporte
transport engineering and consultancy
Typical track cross-section
Typical track cross-section
Ballast track cross-section
11
12. ingeniería y consultoría de transporte
transport engineering and consultancy
Typical track cross-section
Typical track cross-section
Ballast track cross-section
12
13. ingeniería y consultoría de transporte
transport engineering and consultancy
Typical track cross-section
Typical track cross-section
Ballast track cross-section
13
14. ingeniería y consultoría de transporte
transport engineering and consultancy
Typical track cross-section
Typical track cross-section
Slab track
In principle and according to the bid submitted to the administration Arabia, the 449 km of the
Haramain High Speed Railway, provides for the execution, it is foreseen slab track sections
limited to location with enough embankment height (maximum 2.5m) and provided they meet the
quality requirements to ensure conditions required and ensure suitable mounting conditions, so
as to eliminate any impacts on the subsequent maintenance phase of the line.It is also expected
track system with embedded rail along the stations.
Currently there are no rules or formulas that define the methodology for the implementation of
slab track. Therefore, every possible location, according to the above criteria, must be a studied
based on each of the existing conditions and the slab track system to be used, due to the
significant risk posed by a possible failure infrastructure and the effects it may cause on the slab
track superstructure, and therefore on the operation of the railway line.
Another consideration that is made is the convenience to introduce slab track precisely in those
sections of track with problems with the sand, but the first premise must meet high embankment.
14
15. ingeniería y consultoría de transporte
transport engineering and consultancy
Typical track cross-section
Typical track cross-section
Slab Track
Cross Section Slab Track System RHEDA 2000®
Proposed variant RHEDA 2000® for desert areas
Measures against rail blockade
Elevated rail seat
15
16. ingeniería y consultoría de transporte
transport engineering and consultancy
Typical track cross-section
Typical track cross-section
Slab Track
Cross Section Slab Track VPA Type
16
17. ingeniería y consultoría de transporte
transport engineering and consultancy
Supply logistics
Supply logistics
It provides for the construction of 5 mounting bases all along the
line, in order to meet the supply needs of all road materials.
In general, the fundamental condition for the location of the bases
is the availability of proper road links, as all the internal logistics is
based on road transport. Much of the supply of materials from
abroad will be made by sea to the port of Jeddah.
17
18. ingeniería y consultoría de transporte
transport engineering and consultancy
Supply logistics
Supply logistics
- The path is assembled from rail sections of at least 25 m in length, which are delivered by
ship to the harbor, from where are distributed to the bases by road.
- Once on base, rails are gathered waiting for to be supplied to work sites.
18
19. ingeniería y consultoría de transporte
transport engineering and consultancy
Supply logistics
Supply logistics
- The sleepers are manufactured in 2 new plants to be installed in Saudi Arabia, both equipped
with fast connections to highways between Mecca -Jeddah-Medina.
- The approximate number of sleepers for the line is around 1,525,000 units.Also be
manufactured in both plants sleepers for switches and crossings.
- The cement will come primarily from the cement Rabigh and if necessary of the existing
Yanbu.
- There will be stocks of sleepers in both factories to ensure sufficient supply to the trace at the
right time, carried by road in trucks.
19
20. ingeniería y consultoría de transporte
transport engineering and consultancy
Supply logistics
Supply logistics
- In relation to the ballast will result in various quarries located along the trace and near it.The
volume of ballast provided is approximately 3,700,000 tons.
- Stockpiles will be located along the trace, transported by truck from the quarry.
20
21. ingeniería y consultoría de transporte
transport engineering and consultancy
Supply logistics
Supply logistics
- The ballast is distributed along the trace from such stockpiles also by road or by rail in hopper
cars
- Positioned the sleepers and ballast the next step is the track assembly task: positioning of
the rail and assembly, welding, track successive lift with corresponding risks of ballast, and
subsequent release of tension leveling of track
21