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(Superseded) ESG TN 111 : 2014 ST For queries regarding this document [email protected] www.asa.transport.nsw.gov.au Technical Note 00006 TN 111 : 2014 Issued date 19 December 2014 Effective date 19 December 2014 SC Subject: ESG 006 Rolling Stock Signalling Interface Requirements V1.4 – withdrawn from use This technical note is to advise that ESG 006 Rolling Stock Signalling Interface Requirements Version 1.4 is now withdrawn from use. HR The withdrawn document has been replaced by T HR SC 00006 ST Rolling Stock Signalling Interface Requirements, Version 1.0, which is published by the Asset Standards Authority. T Authorisation Technical content Checked and Interdisciplinary Authorised for by prepared by approved by coordination release checked by Signature Name Greg Hockings Peter McGregor David Spiteri Graham Bradshaw Position Principal Engineer Lead Engineer Chief Engineer Rail Principal Manager Electronic Systems Signals and Control Network Standards & Systems Services TN 111_2014 Withdrawl of ESG 006 Rolling Stock Signalling Interface Requirements - Version 1.4.doc Asset Standards Authority Superseded © State of NSW through Transport for NSW Page 1 of 1 TN 010 : 2014 ST For queries regarding this document [email protected] www.asa.transport.nsw.gov.au Technical Note 00006 TN 010 : 2014 Issued date 3 March 2014 Effective dates 3 March 2014 to 3 March 2015 SC Subject: Interpretation guide for ESG 006 version 1.4 ESG 006 Rolling stock – signalling interface requirements version 1.4 issued on July 26 2012 shall be read in conjunction with the interpretations listed in Table 1: Table 1 Interpretation to ESG 006 HR Location Reference role Applied interpretation Comment or title T 5 – para 1 RailCorp TfNSW 7.1.1 – para 1 & 2 (1) RailCorp TfNSW (Sydney Trains RIM) 7.1.1 – para 2 (2) RailCorp ASA th by 7.1.1 – para 2(7 point) RailCorp ASA 7.1.2 – para1 RailCorp ASA 7.2.2.1 – para 1 RailCorp TfNSW (Sydney Trains RIM) 8.1 RailCorp TfNSW (Syndey Trains RIM) 8.2 RailCorp ASA 9.1 RailCorp RailCorp Standard Insert: As published on the ASA website 10.1.1 RailCorp RailCorp Standard Insert: As published on the ASA website 10.1.2 RailCorp ASA 10.2 – para 2 RailCorp TfNSW 12.1 – para 6 RailCorp ASA 12.2 – para 2 RailCorp (x2) ASA Appendix A – para 2 RailCorp ASA 3166264_2 Asset Standards Authority Superseded © State of NSW through Transport for NSW Page 1 of 2 TN 010 : 2014 Location Reference role Applied interpretation Comment or title ST Appendix A – para 3 RailCorp TfNSW (Sydney Trains RIM) Appendix C, 1.1 – para 4, RailCorp ASA 5 Appendix D RailCorp's TfNSW (Sydney Trains 2.1 RIM) 2.2 2.4 The above interpretations have been issued to contextualise the contents of ESG 006 version 1.4 to the organisational context post July 1 2013. 00006 Further generic interpretation guidance, which are published on the ASA website are provided in the documents listed in Table 2: Table 2 Interpretation guides Reference No Title Version Issue date SC TS 10762 Legacy RailCorp standards interpretation – 1.0 28/06/2013 management overview TS 10760 Guide to interpretation of organisational role and 1.0 17/06/2013 process references in RailCorp standards TS 10760 - SMS Interpretation guide RailCorp SMS references within 1.0 17/06/2013 RailCorp engineering standards HR T Authorisation Technical content Checked and Interdisciplinary Authorised for prepared by approved by coordination release checked by Signature by Name Paul Zammit Peter McGregor David Spiteri Graham Bradshaw Position Principal Engineer Lead Engineer Chief Engineer Principal Manager Signals Assurance Signals & Control Network Standards & Systems Services 3166264_2 Asset Standards Authority Superseded © State of NSW through Transport for NSW Page 2 of 2 Engineering Standard Signals ST ESG 006 00006 ROLLING STOCK SIGNALLING INTERFACE REQUIREMENTS Version 1.4 SC Issued July 2012 HR T by Owner: Chief Engineer, Signals & Control Systems Approved Warwick Allison Authorised Paul Szacsvay by: Chief Engineer by: Principal Engineer Signals and Control Systems Signalling Research & Development Disclaimer Engineering Standard This document was prepared for use on the RailCorp Network only. RailCorp 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 RailCorp. RailCorp accepts no liability whatsoever in relation to the use of this document by any party, and RailCorp 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 RailCorp. Superseded UNCONTROLLED WHEN PRINTED Page 1 of 28 RailCorp Engineering Standard — Signals — Rolling Stock Signalling Interface Requirements ESG 006 Document control ST Version Date Summary of change 1.0 2 August 2010 Application of TMA 400 format – converted from SC 00 18 00 00 SP version 2.4 of July 2006 – document retained same title. References to other RailCorp standards amended to update numbers. 1.1 25 October 2010 Words “Chief Engineer Signals” removed from Appendix A. Application of new logo for ‘NSW Transport RailCorp’. 1.2 12 November 2010 Update RailCorp logo to the current NSW Transport RailCorp. 1.3 13 December 2010 Added text to sections 12.1 and 12.2. 1.4 26 July 2012 Added new section 14 Specification for Close up effects. 3.2 amend references to RSU standards to ESR-100 and -200 standards 00006 Summary of changes from previous version Summary of change Section Added new section called 'Specification for Close up effects'. 14 SC RSU 100, 160, 211 & 212 amended to ESR 0001-100 & -200x 3.2 HR T by © RailCorp Page 2 of 28 Superseded Issued July 2012 UNCONTROLLED WHEN PRINTED Version 1.4 RailCorp Engineering Standard — Signals — Rolling Stock Signalling Interface Requirements ESG 006 Contents ST 1 Introduction .............................................................................................................................5 2 Fundamental Requirements...................................................................................................5 3 Applicable Standards .............................................................................................................5 3.1 Australian Standards.................................................................................................................5 3.2 RailCorp Standards and Specifications ....................................................................................5 4 Definitions................................................................................................................................6 5 Standards Context ..................................................................................................................6 6 Risk Factors.............................................................................................................................7 00006 7 Train Detection ........................................................................................................................8 7.1 Track circuits .............................................................................................................................8 7.1.1 Requirements ............................................................................................................8 7.1.2 Proof of Compliance ..................................................................................................9 7.1.3 Discussion .................................................................................................................9 7.1.3.1 Rail and wheel geometry............................................................................9 SC 7.1.3.2 Rail and wheel metallurgy ..........................................................................9 7.1.3.3 Rolling stock design and mass...................................................................9 7.1.3.4 Electric traction.........................................................................................10 7.1.3.5 Sanding ....................................................................................................10 7.1.3.6 Leading and trailing axles ........................................................................10 HR 7.1.3.7 Vehicle Dimensions..................................................................................10 7.2 Other methods of train detection.............................................................................................10 7.2.1 Axle counters / treadle switches ..............................................................................10 T 7.2.1.1 Requirement.............................................................................................10 7.2.1.2 Proof of compliance..................................................................................11 7.2.1.3 Discussion ................................................................................................11 7.2.2 Presence Detectors .................................................................................................11 by 7.2.2.1 Requirement.............................................................................................11 7.2.2.2 Proof of compliance..................................................................................11
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