Private Siding Rail Connectivity Policy

Total Page:16

File Type:pdf, Size:1020Kb

Private Siding Rail Connectivity Policy DFCCIL - Private Siding Rail Connectivity Policy. 1.0 Introduction Dedicated Freight Corridors (DFC) presently comprising of Eastern Dedicated Freight Corridor and Western Dedicated Freight Corridor, have been conceived as Railway Freight Expressways whose commissioning will provide a quantum jump in rail capacity for transportation of freight traffic. It will create a paradigm shift in the freight transport logistics and services. The commissioning of DFC will revolutionise the freight movement scenario facilitating speedier & reliable services, providing impetus for industrial growth, and help diversify logistics options. With planning of industrial corridor along the DFC line, development of business and industries will get impetus. To cater to the rail transport requirement of the industries falling in DFCCIL influence zone, availability of policy guideline for setting up rail connectivity to Private Siding is necessary Objective of the policy:- 1.1 To facilitate first mile or/and last mile rail connectivity to rail users. 1.2 Reduction in logistics cost to rail user leading to diversion of traffic from road to rail system. 2.0 Definitions: 2.1 Agreement Document executed by a Private Siding Owner/ Port Authority and DFCCIL setting forth the terms and Conditions for operation of a Private siding/ Port Terminal. 2.2 Authorised Users Rail users authorised by the Private Siding Owner to make use of the facilities at a Private siding will be called Authorised Users. 2.3 Consignee means the person named as consignee in the Railway Receipt 2.4 Consignor means the person, named in railway receipt as consignor, by whom or on whose behalf goods covered by the railway receipt are entrusted to a Railway administration for carriage. 2.5 Container Terminals A freight terminal of Container Train Operator (CTO) exclusively (CT) with container traffic only. 2.6 Common User A facility available for use to all rail users without any Facilities discrimination. 2.7 Co-user This term refers to the permission given to a rail user by DFCCIL / IR, other than the owner of a private siding, for using the siding for handling of his own goods at the siding, in accordance the provisions of the Siding Agreement. 2.8 DFC Dedicated Freight Corridor. 2.9 DFCCIL Dedicated Freight Corridor Corporation of India Limited. 2.10 ESP Engineering Scale Plan 2.11 FOIS Freight Operating Information System. 2.12 Freight Terminals (FTs) A terminal notified by the Railway/DFCCIL to deal with freight (Goods) traffic. DFCCIL – Private Siding Rail Connectivity Policy Page 1 of 13 2.13 IPA In Principle Approval. 2.14 IR Indian Railways. 2.15 MoR Ministry of Railways 2.16 MCA Model Concession Agreement entered into by Indian Railways and concessionaries of privately owned container trains 2.17 NOC No Objection Certificate 2.18 Nodal Officer Means Group General Manager / General Manager (Business Development) or any other person who is duly authorised / empowered by DFCCIL. 2.19 OHE Over Head Equipment 2.20 PA A prospective entity, company etc. willing to set up a Port Terminal (PT) will hereafter be termed as PA (Port Authority) 2.21 PFT A terminal notified under PFT policy to deal with rail based cargo including container trains. 2.22 Phase 1 The interim period when the DFC is yet to be commissioned and a siding which is planned to get connected with DFCCIL is connected to Indian Railways 2.23 PS (Private Siding) Privately owned freight terminal created for rail end user manufacturing, consumer) etc. 2.24 Private Land Land not owned by DFCCIL / Railways. 2.25 PSO Private Siding Owner. 2.26 PT Rail Terminals inside the port and all railway infrastructures in the port for handling of rail traffic. 2.27 Rake A rake is a train load of wagons with prescribed composition. 2.28 RFO Rail Fly over. 2.29 S&T Signalling and Telecommunication 2.30 TMS Train Management System, is a system for integrated management and monitoring of train movements on DFC network. 3.0 Applicability of Policy: 3.1 The policy will be applicable to Industrial Sidings, Container Terminals set up by licensed Container Train Operator (CTO) seeking connectivity with DFC but will exclude PFTs (Private Freight Terminals). 3.2 This policy is also applicable to those existing Private Sidings (PS), which are connected from Indian Railways but also intending to get connected as PS with DFC network. 3.3 A prospective entity, company etc. willing to set up a Private Siding (PS) will hereafter will be termed as PSO (Private Siding Owner). PSO will have to apply for setting up rail connectivity with a Private siding in accordance with terms and conditions of the DFCCIL’s Policy. 3.4 There will be no discrimination in providing rail connectivity to applicants seeking rail connectivity from DFCCIL. Efforts will be made by DFCCIL to provide connectivity to as many eligible applicants as possible and ensure that connectivity is not denied to an eligible applicant unless there are compelling technical and operational reasons. DFCCIL – Private Siding Rail Connectivity Policy Page 2 of 13 4.0 Nodal Agency / Competent Authority for approval. 4.1 Group General Manager /General Manager (Business Development) will be the Nodal officer for processing the proposal for PS rail connectivity with DFC in consultation with concerned branches/departments/agencies. 4.2 Managing Director will be the Competent Authority (CA) for approving the proposal of rail connectivity for a PS . 5.0 Documents Required. 5.1 An application for setting up a PS will include following documents:- 5.1.1 Feasibility Report of the Proposed PS connectivity including Concept sketch / Drawing / Lay out of the siding indicating rail connectivity with DFC including pattern of movement traffic and operational requirements. 5.1.2 Document in support of approval for setting up of the Industry. 5.1.3 Projections of anticipated business volumes. 6.0 Application Fee 6.1 Applicants of PS will be required to deposit Rs. 5 Lakhs as ‘Application Fee’ (non-refundable) at the time of applying for setting up rail connectivity of PS. The Application Fee is to be deposited through NEFT/RTGS/Demand Draft or any other mode prescribed by DFCCIL. 6.2 At the time of final approval of PS, the Application fee will be adjusted against the D&G charges. 7.0 Over Head Charges: PS rail connectivity works. 7.1 The overhead charges payable by PSO seeking rail connectivity to PS are as below : - Execution Purpose Charges By 7.1.1 % of cost of project Departmental Charges: DFCCIL 7.5 % excluding land cost, (inclusive of cost of tools & plant and cost of OHE and S&T establishment supervision) Party 4.0 % works. 7.1.2. Departmental Charges for OHE and DFCCIL 7.5 % % of cost of OHE & S&T S&T works: works for DFCCIL (inclusive of cost of tools & plant and Party 4.0 % mandatory supervision. establishment supervision) 7.1.3. Direction and General Charges (D&G) : DFCCIL 1% of cost of project (*) These charges will be reviewed every three years after the commissioning of DFC. (**) Departmental charges and D&G charges once deposited as per schedule will not be refunded. DFCCIL – Private Siding Rail Connectivity Policy Page 3 of 13 7.2 The Departmental Charges when work is executed by DFCCIL will be as follows:- 7.2.1 1 (one) % of the assessed cost of project within 03 (Three) month of issue of ‘In Principle Approval’ (IPA). 7.2.2 Balance amount to complete 3 % of the assessed cost of the project when the request to prepare DPR is received. 7.2.3 Balance amount to complete 6.5 % of the estimated cost of the project will be payable within one month of approval of ESP. 7.2.4 1(one) % of the cost of project while applying for Final Approval of the completed works. 7.3 The Departmental Charges when work is executed by Party will be as follows: 7.3.1 1(One) % of the assessed cost of project within 03 (Three) month of issue of ‘In Principle Approval’ (IPA). 7.3.2 Balance amount to complete 3 % of the estimated cost of the project will be Payable while submitting Detailed Project Report (DPR). 7.3.3 1(one) % of the cost of project while applying for Final Approval of the completed works. 7.4 Direction and General Charges will be payable while applying for Final Approval. 7.5 In case the rail connectivity is envisaged with the DFC network, then the total estimate of work from take-off point of DFC to Rail Handling area of the PS including modification in DFC station/yard, if any, will be the Project Cost. However, when the connectivity is initially sought from IR in phase-I and finally with DFC in phase-II, then the project cost will be restricted to the modifications required in yard and connectivity for shifting of rail connectivity from IR to DFCCIL. 7.6 DFC section from Sonnagar to Dankuni of EDFC is planned for execution under PPP. ‘In Principle Approval’ (IPA) for rail connectivity with Indian Railways in Phase-I will be given by DFC. Application fees will be payable as per provisions of the policy. However, all other prescribed charges as per policy will be payable as per instructions/guidelines issued by DFCCIL in this regard after award of contract to concessionaire for PPP work. 8.0 Application Procedure. 8.1 An eligible entity proposing rail connectivity with PS will apply to GGM/GM (Business Development) / DFCCIL enclosing the prescribed documents and Application Fee. 8.2 Subject to submission of requisite documents and Application fees as indicated, examination of proposal for setting up a PS would be limited to confirmation of operational and technical feasibility of the proposal.
Recommended publications
  • Relative Train Length and the Infrastructure Required to Mitigate Delays from Operating Combinations of Normal and Over-Length F
    Original Article Proc IMechE Part F: J Rail and Rapid Transit 0(0) 1–12 Relative train length and the ! IMechE 2018 Article reuse guidelines: infrastructure required to mitigate sagepub.com/journals-permissions DOI: 10.1177/0954409718809204 delays from operating combinations journals.sagepub.com/home/pif of normal and over-length freight trains on single-track railway lines in North America C Tyler Dick , Ivan Atanassov, F Bradford Kippen III and Darkhan Mussanov Abstract Distributed power locomotives have facilitated longer heavy-haul freight trains that improve the efficiency of railway operations. In North America, where the majority of mainlines are single track, the potential operational and economic advantages of long trains are limited by the inadequate length of many existing passing sidings (passing loops). To alleviate the challenge of operating trains that exceed the length of passing sidings, railways preserve the mainline capacity by extending passing sidings. However, industry practitioners rarely optimize the extent of infrastructure investment for the volume of over-length train traffic on a particular route. This paper investigates how different combinations of normal and over-length trains, and their relative lengths, relate to the number of siding extensions necessary to mitigate the delay performance of over-length train operation on a single-track rail corridor. The experiments used Rail Traffic Controller simulation software to determine train delay for various combinations of short and long train lengths under different directional distributions of a given daily railcar throughput volume. Simulation results suggest a relationship between the ratio of train lengths and the infrastructure expansion required to eliminate the delay introduced by operating over- length trains on the initial route.
    [Show full text]
  • C&O Has Good Ideas In
    Siding thrown over to locate main track signal between main and siding C & 0 Has Good Ideas in CTC Sheet-metal houses not only at switches but also at interme­ diate signals and use of hold-out signals are features of this project. Well organized construction requires no work trains. TO INCREASE TRACK CAPAC­ portant freight line. Numerous Windsor, Ont., and Blenheim, Ont. ITY, facilitate train movements industries , including large, automo­ Previously no signaling was in and reduce operating expenses, the bile factories, are located at Plym­ service on the single track between Chesapeake & Ohio has installed outh , Flint and Saginaw. Also the Plymouth and Kearsley interlock­ centralized traffic control on 55 Plymouth-Saginaw section is part ing at Flint. Two tracks extend miles of single-track between Plym­ of an important route to and from north from Plymouth 1.0 mile to a outh, Mich., and Mount Morris, Ludington, Mich., which is the port power switch which is included in Mich. This project connects with for C&O car ferries, operated all the new CTC. At Wixom there are CTC previously in service on 24 year, across Lake Michigan to and two sidings with power switches miles between Mt. Morris and from Wisconsin ports of Milwau­ included in the CTC. Other sidings Saginaw, Mich., the entire 79 miles kee, Manitowoc and Kewaunee. with power switches included in between Plymouth and Saginaw the CTC are at Clyde and Newark. now being controlled from a ma­ Twenty Trains Dally These sidings were lengthened to chine at Saginaw. hold 112 and 133 cars respectively .
    [Show full text]
  • Derails in Passing Sidings? As 1.5 U 'Ually the Case, It I'> Impo%Ible to Move Tre Insulated Ioiflt
    30 RAILWAY SIGNALING Vol. 24, No.1 i\s the InSUlltld joint i" a :,ecessary part aT the 19nal ( ,,) In torcing rat elK~ - 1)art use a ratl expander It system as well as 0" the t'c.ck, it mturally follows tl1dt It one IS &t haIld DC! not use an )rdinary full tap"'r '"rack belongs neither to one department nor to the other, but chise1. If a chisel muq be usen, use on(; whICh is wider to both, Therefore, both departments should interest th,l11 the rail-head and which has a small japer, 111 order themselves 111 hcping 'nsulated joil'ts in repair in an to 1\ aid d~.ma2ing the rail el d. efficient and er ollomin1 mannu, (0 Do It bend 'lOlts or drive them through btl ~h;ngs. 11o:t men who are ell cdl} responsible for the care If rail end~ a d ;oir,t parts Ir in prope' POSI io 1, he of JO'nts ha\ e found that mp1 r defects, which req~lre bn]ts can be l11::-e ted w thO'lt rr...lt1:'n", n' bending. very little til e to remedy, such a" loose r,ub. lipped (7) Paler 1 .suL i II W 11 nN 'dthstand the erorl"ous rail tnds, rail fins cutting mto 5.11er, low or loose ties fon (' of rail expansion in hot weather. After the proper and defeclive spikl11g, should be corrected Immediately OpUlIllg IS secured between the rail cnus for the ll1 ertion upon being detected a £ the end post: it should be held, a::: much as pOSSIble, Frequent inspection shuuld be made, SIgnal mail­ by the installatlOl1 of ~ail ancile r5.
    [Show full text]
  • Railway Siding Rules and Regulations
    Appendix no. 2 – Characteristics of railway siding infrastructure elements (excerpt) RAILWAY SIDING RULES AND REGULATIONS: CENTRUM LOGISTYCZNO INWESTYCYJNE POZNAŃ II SPÓŁKA Z OGRANICZONĄ ODPOWIEDZIALNOŚCIĄ 62-020 SWARZĘDZ - JASIN, UL. RABOWICKA 6, Valid from 1st November 2017 1 1. Technical description of railway siding: 2.1. Location of railway siding: Centrum Logistyczno Inwestycyjne Poznań II sp. z o.o. siding is a station siding with branching turnout no. 6 to station track no. 6b of Swarzędz station at km 291.017 of railway line no. 003 Warsaw West - Kunowice (for the siding it is km 0.000 - beginning of turnout no. 6 is the beginning of the siding track). 2.2. Switch circles and traffic operation positions and their manning: CLIP II Railway siding constitutes five manoeuvring zones. No traffic operation position and manning on the siding. 2.3. Location of delivery-acceptance points at the siding: 1) The acceptance track for wagons, groups of wagons and full train sets brought by the Carrier is track no. 101 or track no. 105 of the siding CENTRUM LOGISTYCZNO INWESTYCYJNE POZNAŃ II. 2) The delivery track for wagons, groups of wagons and full train sets brought by the Carrier is track no. 101 or track no. 103 of the siding CENTRUM LOGISTYCZNO INWESTYCYJNEGO POZNAŃ II. 3) On site, the delivery-acceptance point is marked with a sign “Delivery-acceptance point”, the sign is located at the intertrack space of tracks 101 and 103. 2.4. Tracks on siding: General length of track Usable length of track Capacity - Notes (‰) section section Purpose Track no.
    [Show full text]
  • Transportation Planning for the Richmond–Charlotte Railroad Corridor
    VOLUME I Executive Summary and Main Report Technical Monograph: Transportation Planning for the Richmond–Charlotte Railroad Corridor Federal Railroad Administration United States Department of Transportation January 2004 Disclaimer: This document is disseminated under the sponsorship of the Department of Transportation solely in the interest of information exchange. The United States Government assumes no liability for the contents or use thereof, nor does it express any opinion whatsoever on the merit or desirability of the project(s) described herein. The United States Government does not endorse products or manufacturers. Any trade or manufacturers' names appear herein solely because they are considered essential to the object of this report. Note: In an effort to better inform the public, this document contains references to a number of Internet web sites. Web site locations change rapidly and, while every effort has been made to verify the accuracy of these references as of the date of publication, the references may prove to be invalid in the future. Should an FRA document prove difficult to find, readers should access the FRA web site (www.fra.dot.gov) and search by the document’s title or subject. 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FRA/RDV-04/02 4. Title and Subtitle 5. Report Date January 2004 Technical Monograph: Transportation Planning for the Richmond–Charlotte Railroad Corridor⎯Volume I 6. Performing Organization Code 7. Authors: 8. Performing Organization Report No. For the engineering contractor: Michael C. Holowaty, Project Manager For the sponsoring agency: Richard U. Cogswell and Neil E. Moyer 9. Performing Organization Name and Address 10.
    [Show full text]
  • Maintenance of Railway Siding National Fertilizers Limited, Panipaty Unit Transportation Section Maintenance of Railway Siding
    1 MAINTENANCE OF RAILWAY SIDING NATIONAL FERTILIZERS LIMITED, PANIPATY UNIT TRANSPORTATION SECTION MAINTENANCE OF RAILWAY SIDING 1.0 TECHANICAL SPECIFICATION: GENERAL: 1.1 SCOPE: These specifications contain good practices and procedures for maintenance of Permanent Way and forms a part of tender document. The following Codes and Manuals with all correction slips up to date should be referred for the maintenance of NFL Private Railway Siding (BG): i) Indian Railways Permanent Way Manual, Bridge Manual and Works Manual. ii) Indian Railway Tracks Manual. iii) Indian Railway Code for the Engineering Department. iv) Schedule of Dimensions. v) Indian Railway General & Subsidiary Rules. 1.2 DEFINATION: Reference to Indian Railway and work Manual means reference to latest issue of relevant standard including all its amendments up to date. 1.3 CODE: All maintenance work shall be performed in accordance with provision as described in Indian Railway Way and Works Manual. These Technical Specification shall be supplementary to the specification contained in Indian Railway Way and Work manual wherein variance, these specification shall take precedence over the provisions in the Indian Railway way and works Manual. 1.4 THE MAINTENANCE OF PERMANENT WAY GENERAL INSTRUCTIONS ANNUAL PROGRAMME OF TRACK MAINTENANCE: A) The annual programme of regular track maintenance and works incidental thereto shall be based on Annexure-B with such variations to suit local conditions as may be specified by Officer-in-Charge. B) Consistent with maintaining each gauge length in safe condition for traffic, as many days as possible should be allotted for systematic through packing from one end to the other.
    [Show full text]
  • Rail Accident Report
    Rail Accident Report Collision at Swanage station 16 November 2006 Report 35/2007 September 2007 This investigation was carried out in accordance with: l the Railway Safety Directive 2004/49/EC; l the Railways and Transport Safety Act 2003; and l the Railways (Accident Investigation and Reporting) Regulations 2005. © Crown copyright 2007 You may re-use this document/publication (not including departmental or agency logos) free of charge in any format or medium. You must re-use it accurately and not in a misleading context. The material must be acknowledged as Crown copyright and you must give the title of the source publication. Where we have identified any third party copyright material you will need to obtain permission from the copyright holders concerned. This document/publication is also available at www.raib.gov.uk. Any enquiries about this publication should be sent to: RAIB Email: [email protected] The Wharf Telephone: 01332 253300 Stores Road Fax: 01332 253301 Derby UK Website: www.raib.gov.uk DE21 4BA This report is published by the Rail Accident Investigation Branch, Department for Transport. Rail Accident Investigation Branch 3 Report 35/2007 www.raib.gov.uk September 2007 Collision at Swanage station 16 November 2006 Contents Introduction 6 Summary of the report 7 Key facts about the accident 7 Immediate cause, causal and contributory factors, underlying causes 7 Recommendations 8 The Accident 9 Summary of the accident 9 Location 9 The parties involved 10 External circumstances 10 The infrastructure 10 The train 12 Events
    [Show full text]
  • South Dakota's Railroads
    South Dakota’s Railroads South Dakota State Historic Preservation Office South Dakota’s Railroads: An Historic Context Prepared for: South Dakota State Historic Preservation Office 900 Governors Drive Pierre, South Dakota 57501 Prepared by: Mark Hufstetler and Michael Bedeau Renewable Technologies, Inc. 511 Metals Bank Bldg. Butte, Montana 59701 July 1998 Revised, December 2007 TABLE OF CONTENTS 1. Introduction.................................................................................................................................2 A. Purpose of this Document..............................................................................................2 B. Methodology ..................................................................................................................3 2. The Importance of Railroads to South Dakota ...........................................................................4 3. The History of Railroading in South Dakota..............................................................................5 A. Geographical Background .............................................................................................5 B. Establishment and Expansion: South Dakota Railroads in the Nineteenth Century......6 1. Beginnings (1851-1868) .....................................................................................6 2. The Little Dakota Boom and the First Railroads (1868-1873)...........................8 3. Railway Expansion During the Great Dakota Boom (1878-1887).....................9 4. The Impact and
    [Show full text]
  • The Term 'Siding' May Have a Very Wide Meaning Within the Railway
    ROGS Sidings and Safety Critical Work – Interpretation and Guidance The term ‘siding’ has a very wide meaning within the railway industry and can mean any track where railway vehicles may be left, i.e. are not an operating train for the time being. The duration that such vehicles are in a ‘siding’ may vary from minutes to years. Sidings not included in definition of ‘transport system’ 1. Marshalling Yard or Freight Depot Sidings – These sidings are part of a facility for making up/splitting trains/changing locomotives or for loading/unloading rail freight vehicles. 2. Maintenance Depot Siding – These sidings are part of a traction and rolling stock maintenance facility 3. Stabling, wagon or Carriage Sidings – These sidings are used to stable rail vehicles (motive power, wagons and carriages) which are not in use. The vehicles may be single or formed up to make a train. Whole trains, particularly multiple units, are left in these sidings when not required for use. Most sidings of this type have the overall appearance of yard or depot sidings, although no loading/unloading or maintenance (apart from emergency and light running maintenance) takes place. 4. Exchange/Transfer Sidings – These sidings are used as the connection between private infrastructure (factory, mine, MOD, etc.) and the public railway. Trains may be operated within the sidings by either private or public railway operators. The ‘siding’ referred to in the definition of a “transport system” in ROGS [Reg 2(1) should be interpreted to mean any of the above. This should allow exclusion of facilities not part of or directly affecting the public railway.
    [Show full text]
  • Pandrol" Type Resilient Fastenings
    Engineering Manual Track CRN CM 231 SLEEPERS AND FASTENINGS Version 1.1 Issued January, 2012 CRN DMS REFERENCE: CRN-EMN-AMS-017 Owner: Asset Management & Engineering Services Manager Approved by: C Francis, Principal Civil Engineer Authorised by: G Dewberry, Asset Management & Engineering Services Manager Disclaimer. This document was prepared for use on the CRN Network only. John Holland Rail Pty Ltd makes no warranties, express or implied, that compliance with the contents of this document shall be sufficient to ensure safe systems or work or operation. It is the document user‟s sole responsibility to ensure that the copy of the document it is viewing is the current version of the document as in use by JHR. JHR accepts no liability whatsoever in relation to the use of this document by any party, and JHR excludes any liability which arises in any manner by the use of this document. Copyright. The information in this document is protected by Copyright and no part of this document may be reproduced, altered, stored or transmitted by any person without the prior consent of JHG. UNCONTROLLED WHEN PRINTED Page 1 of 76 CRN Engineering Manual - Track CRN CM 231 Sleepers and Fastenings Document control Revision Date of Approval Summary of change 1.0 November, 2011 First Issue. Includes content from the following former RIC standards: TS 3341, TS 3397, RTS 3648, CTN 01/06, CTN 02/04, CTN 04/06, CTN 04/17, CTN 04/28, TS 20 540 3 01. 1.1 January, 2012 Additions and Correction of errors (See Summary of changes below) Summary of changes from previous version Section Summary of change C1-4.1 Additional reference for steel sleepers C4-1 Deletion of duplicated sentence C4-2 Table 11 – Correction of missing heading C5-2 Correction of Table 16 “clumping of steel sleepers” to match CRN CS 230.
    [Show full text]
  • Crn Cs 220 Rail and Rail Joints
    Engineering Standard Track CRN CS 220 RAIL AND RAIL JOINTS Version 1.7 Issued September, 2019 Owner: Manager Engineering Services Approved by: M Wright, Principal Track and Civil Engineer Authorised by: J Zeaiter, Manager Engineering Services Disclaimer. This document was prepared for use on the CRN Network only. John Holland Rail Pty Ltd makes no warranties, express or implied, that compliance with the contents of this document shall be sufficient to ensure safe systems or work or operation. It is the document user’s sole responsibility to ensure that the copy of the document it is viewing is the current version of the document as in use by JHR. JHR accepts no liability whatsoever in relation to the use of this document by any party, and JHR excludes any liability which arises in any manner by the use of this document. Copyright. The information in this document is protected by Copyright and no part of this document may be reproduced, altered, stored or transmitted by any person without the prior consent of JHR. UNCONTROLLED WHEN PRINTED Page 1 of 47 CRN Engineering Standard - Track CRN CS 220 Rail and Rail Joints Document control Revision Date of Approval Summary of change 1.0 August, 2011 First Issue. Includes content from the following former RIC standards: C 2405, C 2447, C 2501, C 3200, C 3201, C 3361, C 5200, TS 3101, TS 3104, TS 3111, TS 3341, TS 3362, TS 3371, TS 3394, TS 3396, TS 3397, TS 3601, TS 3602, TS 3603, TS 3604, TS 3606, TS 3642, TS 3645, TS 3646, TS 3648, TS 3650, TS 3654, TS 3655, RC.2410, RC.2411, RTS.3602, RTS.3640,
    [Show full text]
  • Track Report 2002
    TRACK SUPPORT SYSTEMS Testing the PANDROL VANGUARD Baseplate on Hong Kong’s MTRCL Test Track by David England, Design Manager (Permanent Way), MTR Corporation Ltd, Hong Kong Hong Kong’s Mass Transit Railway this is both costly and slow to construct. web of the rail with resilient blocks held in place Corporation operates metro railway services An alternative to FST is Isolated Slab Track by cast side plates transferring the load to the in one of the most densely populated areas in (IST), a mass spring system employing a rubber track invert, provides another trackform option the world. Owing to the proximity of the ballast mat. IST trackform is quicker and easier to for vibration sensitive areas. This development is railway to residential, commercial, install but does not provide the exceptional level the Pandrol ‘VANGUARD’ which supports the rail educational and hospital developments it is of vibration attenuation of the FST. However above the track base rather than supporting the often necessary to attenuate noise and there are many locations where IST performance rail on resilient elements beneath it, allowing the vibration levels to a minimum in order to is sufficient to meet requirements and this system to achieve a lower stiffness than any satisfy Hong Kong’s stringent Noise Control trackform was extensively used on the recently conventional baseplate. Ordinance. The foremost method of ensuring opened Tseung Kwan O Extension. MTRCL operates a policy of installing only that railway vibration transmission is tried and tested components on the rail network minimised in environmentally sensitive areas PANDROL VANGUARD and it was agreed to test the Pandrol VANGUARD has been, in MTRCL’s experience, to employ The recent development of a revolutionary on the Test Track located adjacent to Siu Ho Wan sections of Floating Slab Track (FST).
    [Show full text]