Rail Accident Report

Total Page:16

File Type:pdf, Size:1020Kb

Rail Accident Report Rail Accident Report Fatal accident involving a train passenger near Balham 7 August 2016 Report 09/2017 May 2017 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 2017 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.gov.uk/raib DE21 4BA This report is published by the Rail Accident Investigation Branch, Department for Transport. Preface Preface The purpose of a Rail Accident Investigation Branch (RAIB) investigation is to improve railway safety by preventing future railway accidents or by mitigating their consequences. It is not the purpose of such an investigation to establish blame or liability. Accordingly, it is inappropriate that RAIB reports should be used to assign fault or blame, or determine liability, since neither the investigation nor the reporting process has been undertaken for that purpose. The RAIB’s findings are based on its own evaluation of the evidence that was available at the time of the investigation and are intended to explain what happened, and why, in a fair and unbiased manner. Where the RAIB has described a factor as being linked to cause and the term is unqualified, this means that the RAIB has satisfied itself that the evidence supports both the presence of the factor and its direct relevance to the causation of the accident. However, where the RAIB is less confident about the existence of a factor, or its role in the causation of the accident, the RAIB will qualify its findings by use of the words ‘probable’ or ‘possible’, as appropriate. Where there is more than one potential explanation the RAIB may describe one factor as being ‘more’ or ‘less’ likely than the other. In some cases factors are described as ‘underlying’. Such factors are also relevant to the causation of the accident but are associated with the underlying management arrangements or organisational issues (such as working culture). Where necessary, the words ‘probable’ or ‘possible’ can also be used to qualify ‘underlying factor’. Use of the word ‘probable’ means that, although it is considered highly likely that the factor applied, some small element of uncertainty remains. Use of the word ‘possible’ means that, although there is some evidence that supports this factor, there remains a more significant degree of uncertainty. An ‘observation’ is a safety issue discovered as part of the investigation that is not considered to be causal or underlying to the event being investigated, but does deserve scrutiny because of a perceived potential for safety learning. The above terms are intended to assist readers’ interpretation of the report, and to provide suitable explanations where uncertainty remains. The report should therefore be interpreted as the view of the RAIB, expressed with the sole purpose of improving railway safety. The RAIB’s investigation (including its scope, methods, conclusions and recommendations) is independent of any inquest or fatal accident inquiry, and all other investigations, including those carried out by the safety authority, police or railway industry. Report 09/2017 May 2017 Balham This page is intentionally left blank Report 09/2017 4 May 2017 Balham Fatal accident involving a train passenger near Balham, 7 August 2016 Contents Preface 3 Summary 7 Introduction 8 Key definitions 8 The accident 9 Summary of the accident 9 Context 9 The sequence of events 14 Key facts and analysis 16 Identification of the immediate cause 16 Identification of causal factors 16 Identification of underlying factors 25 Management of the aftermath 27 Previous occurrences of a similar character 29 Summary of conclusions 31 Immediate cause 31 Causal factors 31 Underlying factors 31 Management of the aftermath 31 Previous RAIB recommendations relevant to this investigation 32 Actions reported as already taken or in progress relevant to this report 33 Actions reported that address factors which otherwise would have resulted in a RAIB recommendation 33 Other reported actions 34 Background to the RAIB’s recommendations 35 Recommendations and learning point 36 Recommendations 36 Learning point 37 Report 09/2017 5 May 2017 Balham Appendices 38 Appendix A - Glossary of abbreviations and acronyms 38 Appendix B - Glossary of terms 39 Appendix C - Investigation details 41 Report 09/2017 6 May 2017 Balham Summary Summary At about 17:24 hrs on Sunday 7 August 2016 a passenger, travelling on a Gatwick Express service from Gatwick Airport to London Victoria, suffered fatal injuries as a result of having his head out of a window and striking it on a signal gantry near Balham in south London. The train was travelling at about 61 mph (98 km/h) at the time of the accident. The window concerned was on a door opposite a guard’s compartment in the train; this door was accessible to passengers but it was not intended for passenger use. The RAIB has found no evidence to explain why the passenger put his head out of the window at that time. The accident occurred because the passenger’s head was out of the window, there was nothing to prevent passengers from opening the window or putting their head out of the opened window, and because there was less than the normal standard clearance between the train and the signal gantry. Although the clearance was compliant with standards for existing structures, it was less than an industry recommended minimum for new structures where there are trains with opening passenger windows. An underlying cause was that the process for assessing the compatibility of this train on this route did not identify the risk of the combination of reduced structure clearances and opening windows. The RAIB has made two recommendations and identified one learning point. One recommendation is addressed to Network Rail, and seeks to improve the industry’s management of the interacting risks between infrastructure and rolling stock. The second recommendation is addressed to relevant train operators with the intention of reducing the risk from people leaning out of opening train windows. The learning point reinforces the need for regular monitoring and management of structure clearances when those clearances are reduced from normal. Report 09/2017 7 May 2017 Balham Introduction Introduction Key definitions 1 Metric units are used in this report, except when it is normal railway practice to give speeds and locations in imperial units. Where appropriate the equivalent metric value is also given. 2 The report contains abbreviations and technical terms (shown in italics the first time they appear in the report). These are explained in appendices A and B. Sources of evidence used in the investigation are listed in appendix C. Report 09/2017 8 May 2017 Balham The accident Summary of the accident The accident 3 At about 17:24 hrs on Sunday 7 August 2016, a passenger travelling on the 17:05 hrs Gatwick Express service from Gatwick Airport to London Victoria suffered fatal head injuries as a result of having his head out of a window and striking it on a signal gantry on the cess side of the train approaching Balham junction in south London (figure 1). The train was travelling at about 61 mph (98 km/h) at the time of the accident. Location of accident © Crown Copyright. All rights reserved. Department for Transport 100039241. RAIB 2017 Figure 1: Extract from Ordnance Survey map showing location of accident Context Location 4 The signal gantry is located at around 5 miles 12 chains1 on the line from London Victoria to Brighton (engineer’s line reference at this location is VTB1). The railway at this location comprises four tracks: the up and down Brighton fast lines, and the up and down Brighton slow lines (figure 2). 5 Signalling in this area is controlled by the Victoria Area Signalling Centre (ASC). 6 The train was travelling on the up Brighton fast line. The maximum permitted speed is 70 mph (113 km/h) at this point, reducing to 60 mph (97 km/h) shortly after the signal gantry. 1 Measured from a datum at London Victoria. Report 09/2017 9 May 2017 Balham The accident 7 In the direction of travel of the train, the gantry is located on a left-hand curve with a radius of 600 m. Wandsworth Common station Balham station aa a 1 a 1 ya aa a 2 ya aa a 2 a a a a a a V C 6 3 8 V V C C 6 6 4 3 3 T a 6 V C 6 4 1 D V o C V w 6 C U n 3 6 p 6 4 B B B 4 r ri 1 ay R ig g h h D t ton o o V n U w s sl C n lo o 6 p B w w 4 B r 2 r ig ig h h t to on n f fa a s st a t a a a ay T a Figure 2: Schematic diagram of the track layout Organisations involved 8 Gatwick Express is a trading name of Govia Thameslink Railway Limited (GTR), which is a subsidiary of Govia.
Recommended publications
  • Photographs in Bold Acacia Avenue 64 Ackroyd, Peter 54 Alcohol 162–3 Aldgate 12 Ashcombe Walker, Herbert 125 Ashford In
    smoothly from harrow index Cobb, Richard 173 Evening Standard 71, 104 INDEX Coffee 148–9 Fenchurch Street station 50, 152, 170 Collins, Wilkie 73 Film 102, 115 Conan Doyle, Arthur 27 Fleet line 210 Photographs in bold Conrad, Joseph 138 Food 146–7, 162. 188, 193 Cornford, Frances 78 Forster, EM 212 Acacia Avenue 64 Blake, William 137 Cortázar, Julio 163 Freesheets (newspapers) 104 Ackroyd, Peter 54 Bond, James 25, 102, 214 Crash (novel) 226 Freud, Sigmund 116, 119 Alcohol 162–3 Bowie, David 54, 55, 56, 90 Crossrail 204 Frisch, Max 13 Aldgate 12 Bowlby, Rachel 191 Cufflinks 156 Frotteurism 119 Ashcombe Walker, Herbert 125 Bowler hat 24 Cunningham, Gail 112 Fulham 55 Ashford International station 121 Bridges, in London 12, 32, 101, 154 Cyclist see Bicycles Gaiman, Neil 23 Austen, Jane 59 Briefcase 79 Dagenham 198 Galsworthy, John 173 Baker Street station 168, 215 Brighton 54 Dalston 55 Garden Cities 76–7, 106, 187 Balham station 134 Brixton 55 Davenant, William 38 Good Life, The (TV series) 54, 59, 158 Ball, Benjamin 116 Bromley 55 Davies, Ray 218 Guildford 64, 206 Ballard, JG 20, 55, 72, 112, 226 Bromley-by-Bow station 102, 213 De Botton, Alain 42, 110, 116 Great Missenden 60–1 Banbury 127 Buckinghamshire 20, 54, 57, 64 Deighton, Len 41 Green, Roger 16, 96, 229 Bank station 138, 152, 153 Burtonwood 36 De La Mare, Walter 20 Hackney 8, 13, 65, 121 Barker, Paul 54, 56, 81 Buses 15, 41, 111, 115, 129, 130, Derrida, Jacques 117 Hamilton, Patrick 114 Barking 213 134, 220–1 Diary of a Nobody, The 11, 23, 65, 195 Hampstead 54, 58, 121 Barnes, Julian
    [Show full text]
  • the Swindon and Cricklade Railway
    The Swindon and Cricklade Railway Construction of the Permanent Way Document No: S&CR S PW001 Issue 2 Format: Microsoft Office 2010 August 2016 SCR S PW001 Issue 2 Copy 001 Page 1 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS 1 Document Status Record Status Date Issue Prepared by Reviewed by Document owner Issue 17 June 2010 1 D.J.Randall D.Herbert Joint PW Manager Issue 01 Aug 2016 2 D.J.Randall D.Herbert / D Grigsby / S Hudson PW Manager 2 Document Distribution List Position Organisation Copy Issued To: Copy No. (yes/no) P-Way Manager S&CR Yes 1 Deputy PW Manager S&CR Yes 2 Chairman S&CR (Trust) Yes 3 H&S Manager S&CR Yes 4 Office Files S&CR Yes 5 3 Change History Version Change Details 1 to 2 Updates throughout since last release SCR S PW001 Issue 2 Copy 001 Page 2 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS Table of Contents 1 Document Status Record ....................................................................................................................................... 2 2 Document Distribution List ................................................................................................................................... 2 3 Change History .....................................................................................................................................................
    [Show full text]
  • Structure Gauge Measuring Equipment Using Laser Range
    PAPER Structure Gauge Measuring Equipment Using Laser Range Scanners and Structure Gauge Management System Takashi TOYAMA Signalling Systems Laboratory, Signalling and Transport Information Technology Division Nozomi NAGAMINE Image Analysis and IT Laboratory, Signalling and Transport Information Technology Division Tatsuya OMORI Kenichi KITAO Signalling Systems Laboratory, Signalling and Transport Information Technology Division (Former) Ryuta NAKASONE Image Analysis and IT Laboratory, Signalling and Transport Information Technology Division Periodic measurement of the structure gauge is essential to ensure safe train operation. Measuring the clearance gauge however, is time and labor intensive given the vast number of trackside facilities. An inexpensive and efficient measuring device using laser range scanners was therefore developed. A management system is also being developed, which maps mea- sured three-dimensional point cloud data to facility data. This paper describes the problems and solutions related to applying the laser range scanners for structural gauging, and pres- ents results obtained from experiments. This paper also describes progress achieved in the development of the management system. Keywords: laser range scanner, LiDAR, structure gauge, clearance car, facility management, 3-D point cloud 1. Introduction ing developed. This paper describes the problems and solutions relat- The structure gauge or clearance gauge is the space ed to applying the laser range scanners for structure gaug- around the track, into which no part of a trackside struc- ing, and p resents r esults obtain ed f rom experi ments. This ture shou ld enter o n any a cc ount. Figu re 1 sh ow s an ex- paper a lso des cribes progr es s ach ieved in the dev elopm ent ample of the structure gauge applied on railways in Japan.
    [Show full text]
  • Lo Ve T He Loc a T
    LONDON SW17 Vibrant, fashionable with a bustling the best of just about everything. community what better place for you to Sports enthusiasts will enjoy the own your own home. opportunities that Tooting Bec Common SW17 has a lively social scene with has to offer, from the outdoor lido to the an eclectic mix of venues to enjoy a night tennis courts, football pitches and fishing out or a day in the park with friends. lake. Tooting Bec Common is just under a Enjoy a wide selection of supermarkets, mile from Balham Place and provides some independent retail shops, bars and welcome green space throughout restaurants as well as a street market the season. and a weekly farmers’ market. This understandably in-demand address And with the retail attractions of Chelsea offers a generous supply of everything that & Fulham just across the Thames and Central modern life demands and with our choice of London easily accessed from 266 @ Balham, superb apartments at the heart of it all, it you don’t have to venture that far to enjoy may well be your perfect place to call home. LOVE THE LOVE LOCATION CLAPHAM BALHAM CLAPHAM WATERLOOB237 VICTORIA SOUTHCHARING BANK LIVERPOOL ST Northern line SOUTH 15 mins 17 mins CROSS 19 mins 26 mins 2 mins 18 mins BALHAM CLAPHAM CENTRALVICTORIA WEST A205 BR JUNCTION 12LONDON mins CROYDON 5NIGHTINGALE mins LANE 20 mins BALHAM CLAPHAM STREATHAM BRIXTON TOOTING ELEPHANT KENNINGTON HIGH RD COMMON 24 mins 25 mins 28 mins & CASTLE 50 mins 18 mins 38 mins Balham is the last stop on the Northern Cycle around London on a Santander Cycle, BALHAM GROVE CAVENDISH ROAD CAVENDISH ATKINS ROAD Line and connects you to The City and the there’s a docking station at Vauxhall and you West End so an easy choice for commuting.
    [Show full text]
  • 7. Service Specification Route: 155 & N155 Contract Reference
    7. Service Specification Route: 155 & N155 Contract Reference: QC50301 This Service Specification forms section 7 of the ITT and should be read in conjunction with the ITT document, Version 1 dated 29 September 2011. You are formally invited to tender for the provision of the bus service detailed below and in accordance with this Service Specification. Tenderers must ensure that a Compliant Tender is submitted and this will only be considered for evaluation if all parts of the Tender documents, as set out in section 11, have been received by the Corporation by the Date of Tender. The Tender must be fully completed in the required format, in accordance with the Instructions to Tenderers. A Compliant Tender must comply fully with the requirements of the Framework Agreement; adhere to the requirements of the Service Specification; and reflect the price of operating the Services with new vehicles. Route Number 155 & N155 Terminus Points Route No. 155: Tooting, St. Georges Hospital and Elephant & Castle Route No. N155: Morden Station and Aldwych Contract Basis Incentivised Commencement Date 12th December 2015 Vehicle Type 87 capacity, dual door, double deck buses Current Maximum Approved 10.2 metres long and 2.55 metres wide Dimensions New Vehicles Mandatory Yes Hybrid Price Required Yes Sponsored Route No Advertising Rights Operator Minimum Performance Standard Average Excess Wait Time - No more than 1.00 minutes Extension Threshold Average Excess Wait Time Threshold - 0.85 minutes Minimum Operated Mileage No less than 98.00% Standard Average Excess Wait Time - Average Excess Wait Time - No more than 0.80 Route No.
    [Show full text]
  • Enhancing Interoperability for Facilitation of International Railway Transport
    ENHANCING INTEROPERABILITY FOR FACILITATION OF INTERNATIONAL RAILWAY TRANSPORT This study was prepared by Transport Division ESCAP. The draft of the study was prepared by Mr. Vasile-Neculai OLIEVSCHI, Consultant, under the supervision of Mr. Sandeep Raj Jain, Economic Affairs Officer, Transport Division ESCAP. The views expressed in this guide are those of the authors and do not necessarily reflect the views of the United Nations Secretariat. The opinions, figures and estimates set forth in this guide are the responsibility of the authors, and should not necessarily be considered as reflecting the views or carrying the endorsement of the United Nations. The designations employed and the presentation of the material in this study do not imply the expression of any opinion whatsoever on the part of the Secretariat of the United Nations concerning the legal status of any country, territory, city or area, or of its authorities, or concerning the delimitation of its frontiers or boundaries. Mention of firm names and commercial products does not imply the endorsement of the United Nations. This study is issued without formal editing. ______________________ ENHANCING INTEROPERABILITY FOR FACILITATION OF INTERNATIONAL RAILWAY TRANSPORT Bangkok, 2018 Table of Contents EXECUTIVE SUMMARY .................................................................................................................... 1 I. BACKGROUND ......................................................................................................................... 3 II. ASIAN
    [Show full text]
  • Network Rail a Guide to Overhead Electrification 132787-ALB-GUN-EOH-000001 February 2015 Rev 10
    Network Rail A Guide to Overhead Electrification 132787-ALB-GUN-EOH-000001 February 2015 Rev 10 Alan Baxter Network Rail A Guide to Overhead Electrification 132787-ALB-GUN-EOH-000001 February 2015 Rev 10 Contents 1.0 Introduction ���������������������������������������������������������������������������������������������������������������������1 2.0 Definitions �������������������������������������������������������������������������������������������������������������������������2 3.0 Why electrify? �������������������������������������������������������������������������������������������������������������������4 4.0 A brief history of rail electrification in the UK �����������������������������������������������������5 5.0 The principles of electrically powered trains ������������������������������������������������������6 6.0 Overhead lines vs. third rail systems ����������������������������������������������������������������������7 7.0 Power supply to power use: the four stages of powering trains by OLE 8 8.0 The OLE system ������������������������������������������������������������������������������������������������������������10 9.0 The components of OLE equipment ��������������������������������������������������������������������12 10.0 How OLE equipment is arranged along the track ������������������������������������������17 11.0 Loading gauges and bridge clearances ��������������������������������������������������������������24 12.0 The safety of passengers and staff ������������������������������������������������������������������������28
    [Show full text]
  • London Underground Limited
    Background Paper 1 Developing the Network 1 Introduction 1.1 Bus use has increased by over two-thirds since 1999, driven by sustained increases in the size and quality of the network, fares policy and underlying changes in London’s economy. The bus network is constantly evolving as London develops and the needs and aspirations of passengers and other stakeholders change. Enhancements take place not only to the service pattern but across all aspects of the service. • Capacity. The level of bus-km run has increased by around 40 per cent over the same period. Network capacity has increased by a faster rate, by around 55 per cent, with increases in average vehicle size. Additionally, much improved reliability means that more of the scheduled capacity is delivered to passengers. • Reliability. Effective bus contract management, in particular the introduction of Quality Incentive Contracts, has driven a transformation of reliability. This has been supported by bus priority and by the effects of the central London congestion charging scheme. Service control has been made more efficient and effective by iBus, TfL’s automatic vehicle location system. 4.0 3.5 3.0 2.5 2.0 1.5 Excess Wait Time (mins) 1.0 0.5 0.0 1977 1979 1981 1983 1985/86 1987/88 1989/90 1991/92 1993/94 1995/96 1997/98 1999/00 2001/02 2003/04 2005/06 2007/08 2009/10 2011/12 2013/14 Figure 1: Excess Waiting Time on high-frequency routes – since 1977 • Customer service. All bus drivers must achieve BTEC-certification in customer service and other relevant areas.
    [Show full text]
  • Points of Interest
    UNDERGROUND ITEMS FROM THE TELEVISION AN OCCASIONAL SERIES “INSIDE THE TUBE – GOING UNDERGROUND” CHANNEL 5 – 21.00 TO 22.00 BROADCAST ON CONSECUTIVE MONDAYS FROM 3 TO 24 APRIL 2017 There was a total of four programmes in this series, all of which were presented by engineer and explorer Rob Bell. This review covers the first two programmes of 3 and 10 April. The third and fourth programmes will be reviewed in the next issue of Underground News. We should note that details published here are as broadcast, with any serious errors (fortunately, there were very few) noted as we go along. THE WORLD’S FIRST DEEP TUBE LINE The first programme began by saying that the London Underground is the world’s oldest Underground railway and is the lifeblood of London some 154 years after first opening. It is now carrying more passengers than ever, with 1.2 billion passengers per year. When the Underground first opened, people were travelling by horse and cart but its past has left a legacy. The programmes will visit ghost stations and places never seen by the public and will discover how the Underground was built. This, the first programme, was devoted to the world’s first deep tube line – what is now the Northern Line which is used by 700,000 passengers each day. We were told that the Northern Line, one of the deepest lines, runs for 36 miles from north to south, crossing the river. When the first section of the line opened back in 1890 it was hailed as a marvel, an engineering miracle, as the streets and bridges couldn’t cope with a growing population.
    [Show full text]
  • Board Date: 3 February 2016 Item: Commissioner's Report This Paper Will Be Considered in Public 1 Summary 2 Recommendation
    Board Date: 3 February 2016 Item: Commissioner’s Report This paper will be considered in public 1 Summary 1.1 This report provides an overview of major issues and developments since the meeting of the Board held on 17 December 2015 and updates the Board on significant projects and initiatives. 2 Recommendation 2.1 That the Board note the report. List of appendices to this report: Commissioner’s Report – February 2016 List of Background Papers: None Mike Brown MVO Commissioner Transport for London February 2016 Commissioner’s Report 03 February 2016 This paper will be considered in public 1 Introduction This report provides a review of major issues and developments since the meeting of the Board held on 17 December 2015 and updates the Board on significant projects and initiatives. Cover image: ZeEus London trial launch at the Queen Elizabeth Olympic Park 2 Commissioner’s Report 2 Delivery A full update on operational performance the successful conclusion of talks with the will be provided at the next Board meeting Trades Unions. We continue to work with on 17 March in line with the quarterly the Trades Unions to avoid unnecessary strike Operational and Financial Performance action, and reach an agreement on rosters and Investment Programme Reports. and working practices. Mayor’s 30 per cent Lost Customer LU has taken the decision to implement its Hours target – London Underground long term solution for Train Drivers, recruiting Following significant improvements in the part-time drivers specifically for the Night reliability of London Underground’s train Tube. These vacancies were advertised services, the Mayor set a target in 2011 internally and externally before Christmas, with aiming to further reduce delays on London more than 6,000 applications received, which Underground (LU) by 30 per cent by the end are now being processed.
    [Show full text]
  • Clearance of Derailment Guards in Metro Systems 1. As Per Para 7.1 Of
    Annexure‐XII Clearance of derailment guards in Metro systems 1. As per para 7.1 of ‘Standards of Track structures for Metro Railway/MRTS system’, the derailment guard should be provided inside/outside of running rail, and the lateral clearance between the running rail and the derailment guard shall be 250±40mm. Thus the maximum clearance permitted is 290mm, and the minimum is 210mm. In the following paras, the impact of this clearance on the safe operation of Metro systems has been analysed. Analysis has also been made to arrive at the minimum up‐stand clearance required to accommodate the various Fastening systems approved for use in the Metro systems. Based on the above analysis, recommendations for the up‐stand clearance has been arrived at. The impact of up‐stand clearance on minimum plinth width requirement has also been brought out. 2. As per SoD generally adopted by Metro systems, the following track and Rolling stock parameters adopted by Metro systems have been taken for the analysis. 2.1. Track. Gauge‐1435mm Rail head width(UIC 60)‐72mm Rail height(UIC 60) ‐172mm. Up‐stand thickness‐200mm 2.2. Rolling stock wheel set. Wheel gauge back to back distance‐1360mm Minimum projection of flange of new wheel‐28mm Maximum projection of flange of worn wheel‐36mm Maximum thickness of wheel flange‐32.5mm Minimum thickness of wheel flange‐22mm Minimum width of wheel‐135± 2.3. Wheel flange clearance to rail gauge face When the wheel set is in central position with respect to track, the clearance between rail and wheel works out to (1435‐1360‐ 2x32.5)/2=5mm.
    [Show full text]
  • GUIDANCE NOTE PERMANENT WAY – Planning, Inspection
    Ref No: HGR-A0401 Issue No: 01 Issue Date: April 2018 HERITAGE RAILWAY ASSOCIATION GUIDANCE NOTE PERMANENT WAY – Planning, Inspection & Maintenance Purpose This document describes good practice in relation to its subject to be followed by Heritage Railways, Tramways and similar bodies to whom this document applies. Endorsement This document has been developed with, and is fully endorsed by, Her Majesty’s Railway Inspectorate (HMRI), a directorate of the Office of Rail and Road (ORR). Disclaimer The Heritage Railway Association has used its best endeavours to ensure that the content of this document is accurate, complete and suitable for its stated purpose. However it makes no warranties, express or implied, that compliance with the contents of this document shall be sufficient to ensure safe systems of work or operation. Accordingly the Heritage Railway Association will not be liable for its content or any subsequent use to which this document may be put. Supply This document is published by the Heritage Railway Association (HRA). Copies are available electronically via its website https://www.hra.uk.com/guidance-notes Issue 01 page 1 of 11 © Heritage Railway Association 2018 The Heritage Railway Association, Limited by Guarantee, is Registered in England and Wales No. 2226245 Registered office: 2 Littlestone Road, New Romney, Kent, TN28 8PL HGR-A0401-Is01 ______ Permanent Way - Planning, Inspection & Maintenance Users of this Guidance Note should check the HRA website https://www.hra.uk.com/guidance-notes to ensure that they have the
    [Show full text]