Pandrol" Type Resilient Fastenings

Total Page:16

File Type:pdf, Size:1020Kb

Pandrol 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. Refinement of definition of “track length” Appendix 1 Addition of steel sleepers and steel sleeper components to approved products © JHR UNCONTROLLED WHEN PRINTED Page 2 of 76 Issued January, 2012 Version 1.1 CRN Engineering Manual - Track CRN CM 231 Sleepers and Fastenings Contents Chapter 1 Introduction .................................................................................................................................. 4 C1-1 Purpose ......................................................................................................................................... 4 C1-2 Context .......................................................................................................................................... 4 C1-3 How to read the Manual ................................................................................................................ 4 C1-4 References .................................................................................................................................... 5 Chapter 2 Management requirements ......................................................................................................... 6 C2-1 Proximity of plates to sleeper and bearer ends in turnouts ........................................................... 6 C2-2 Restriction on resleepering in summer months ............................................................................. 6 C2-3 Variation of acceptance limits ........................................................................................................ 6 C2-4 Anchoring requirements ................................................................................................................ 6 C2-5 Sleeper installation strategy .......................................................................................................... 6 C2-6 Re-use of steel sleepers ................................................................................................................ 6 Chapter 3 Competencies .............................................................................................................................. 7 Chapter 4 Manual timber resleepering ........................................................................................................ 8 C4-1 Planning ......................................................................................................................................... 8 C4-2 Lift method ................................................................................................................................... 10 C4-3 The “NO lift” method (Boodling)................................................................................................... 18 Chapter 5 Installing steel sleepers ............................................................................................................ 20 C5-1 Introduction .................................................................................................................................. 20 C5-2 Planning ....................................................................................................................................... 20 C5-3 Installing sleepers ........................................................................................................................ 24 Chapter 6 Replacing defective fastenings on timber sleepers............................................................... 28 C6-1 Planning ....................................................................................................................................... 28 C6-2 Replacing fastenings ................................................................................................................... 28 Chapter 7 Use of "Pandrol" type resilient fastenings ............................................................................. 31 C7-1 Selection of fastenings ................................................................................................................ 31 C7-2 Identification of fastenings ........................................................................................................... 32 C7-3 Installation procedure .................................................................................................................. 33 Chapter 8 Installing Pandrol E clips at insulated joints .......................................................................... 34 Chapter 9 Installing resilient fastenings on bridges ............................................................................... 36 Chapter 10 Installing 'Fastclip' fastenings ................................................................................................. 37 C10-1 Identification of fastenings ........................................................................................................... 37 C10-2 Installation .................................................................................................................................... 38 Chapter 11 Installing and removing dogscrews and lockscrews ............................................................ 39 C11-1 Identifying dogscrews and lockscrews ........................................................................................ 39 C11-2 Installation .................................................................................................................................... 40 C11-3 Removal ....................................................................................................................................... 40 Chapter 12 Use of reclaimed sleeper plates ............................................................................................... 41 C12-1 Sleeper plates with dogspike holes ............................................................................................. 41 C12-2 Sleeper plates for Pandrol fastenings ......................................................................................... 41 Chapter 13 Assessment of damaged steel sleepers for use .................................................................... 43 C13-1 Criteria for reuse of damaged steel sleepers .............................................................................. 43 Chapter 14 Assessment of fatigue life ........................................................................................................ 44 Chapter 15 Storing timber sleepers ............................................................................................................ 45 Chapter 16 Replacing Fastclip cast-in shoulders ...................................................................................... 46 Chapter 17 Installing Fastclip Weld-on shoulders ..................................................................................... 68 Appendix 1 Approved sleeper and fastening products ............................................................................. 71 © JHR UNCONTROLLED WHEN PRINTED Page 3 of 76 Issued January, 2012 Version 1.1 CRN Engineering Manual - Track CRN CM 231 Sleepers and Fastenings Chapter 1 Introduction C1-1 Purpose This manual provides requirements, processes and guidelines for the installation and maintenance of sleepers and sleeper fastenings. It applies to timber, steel and concrete sleepers installed on the Country Regional Network (CRN). C1-2 Context The manual is part of CRN's engineering standards and procedures publications. More specifically, it is part of the Civil Engineering suite that comprises standards, installation and maintenance manuals and specifications. Manuals contain requirements, processes and guidelines for the management of track assets and for carrying out examination, construction,
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]
  • Track Geometry
    Track Geometry Track Geometry Cost effective track maintenance and operational safety requires accurate and reliable track geometry data. The Balfour Beatty Rail Digital Track Geometry System is a combined hardware and software application that derives track geometry parameters compliant with EN 13848-1:2003 and is an enhanced version of the original BR and LU systems, with a rationalised transducer layout using modern sensor technology. The system can be installed on a variety of vehicles, from dedicated test trains, service vehicles and road rail plant. Unlike some systems, our solution is designed such that voids and other vertical track defects are identified through the wheel/rail interface when the track is fully loaded. The compromise of taking measurements away from the wheel could produce under-measurement of voided track with an error that increases the further the measurement point is away from the influences of the wheel. The system uses bogie mounted non-contacting inertial sensors complemented by an optional image based sub-system, to measure rail vertical and lateral displacement. The system is designed to operate over a speed range of approx. 5 to 160 mph (8-250km/h). However, safety critical parameters such as gauge and twist will function at zero. Geometry parameters are calculated in real time and during operation real time exception and statistical reports are generated. Principal measurements consist of: • Twist • Dynamic Cross-level • Cant and Cant deficiency • Vertical Profile • Alignment • Curvature • Gauge • Dipped Joints • Cyclic Top Vehicle Ride Measurement As an accredited testing organisation we are well versed in capturing and processing acceleration measurements to national/international standards in order to obtain Ride Quality information in accordance with, for example ENV 12299 “Railway applications – Ride comfort for passengers – Measurement and Evaluation”.
    [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]
  • Investigation of Glued Insulated Rail Joints with Special Fiber-Glass Reinforced Synthetic Fishplates Using in Continuously Welded Tracks
    CORE Metadata, citation and similar papers at core.ac.uk Provided by Repository of the Academy's Library POLLACK PERIODICA An International Journal for Engineering and Information Sciences DOI: 10.1556/606.2018.13.2.8 Vol. 13, No. 2, pp. 77–86 (2018) www.akademiai.com INVESTIGATION OF GLUED INSULATED RAIL JOINTS WITH SPECIAL FIBER-GLASS REINFORCED SYNTHETIC FISHPLATES USING IN CONTINUOUSLY WELDED TRACKS 1 Attila NÉMETH, 2 Szabolcs FISCHER 1,2 Department of Transport Infrastructure, Széchenyi István University Győr, Egyetem tér 1 H-9026 Győr, Hungary, email: [email protected], [email protected] Received 29 December 2017; accepted 9 March 2018 Abstract: In this paper the authors partially summarize the results of a research on glued insulated rail joints with fiber-glass reinforced plastic fishplates (brand: Apatech) related to own executed laboratory tests. The goal of the research is to investigate the application of this new type of glued insulated rail joint where the fishplates are manufactured at high pressure, regulated temperature, glass-fiber reinforced polymer composite plastic material. The usage of this kind of glued insulated rail joints is able to eliminate the electric fishplate circuit and early fatigue deflection and it can ensure the isolation of rails’ ends from each other by aspect of electric conductivity. Keywords: Glued insulated rail joint, Fiber-glass reinforced fishplate, Polymer composite plastic material, Laboratory test 1. Introduction The role of the rail connections (rail joints) is to ensure the continuity of rails without vertical and horizontal ‘step’, as well as directional break. The opportunities to connect rails are the fishplate joints, welding, and dilatation structure (rail expansion device) [1].
    [Show full text]
  • Chapter 2 Track
    CALTRAIN DESIGN CRITERIA CHAPTER 2 - TRACK CHAPTER 2 TRACK A. GENERAL This Chapter includes criteria and standards for the planning, design, construction, and maintenance as well as materials of Caltrain trackwork. The term track or trackwork includes special trackwork and its interface with other components of the rail system. The trackwork is generally defined as from the subgrade (or roadbed or trackbed) to the top of rail, and is commonly referred to in this document as track structure. This Chapter is organized in several main sections, namely track structure and their materials including civil engineering, track geometry design, and special trackwork. Performance charts of Caltrain rolling stock are also included at the end of this Chapter. The primary considerations of track design are safety, economy, ease of maintenance, ride comfort, and constructability. Factors that affect the track system such as safety, ride comfort, design speed, noise and vibration, and other factors, such as constructability, maintainability, reliability and track component standardization which have major impacts to capital and maintenance costs, must be recognized and implemented in the early phase of planning and design. It shall be the objective and responsibility of the designer to design a functional track system that meets Caltrain’s current and future needs with a high degree of reliability, minimal maintenance requirements, and construction of which with minimal impact to normal revenue operations. Because of the complexity of the track system and its close integration with signaling system, it is essential that the design and construction of trackwork, signal, and other corridor wide improvements be integrated and analyzed as a system approach so that the interaction of these elements are identified and accommodated.
    [Show full text]
  • Track Report 2006-03.Qxd
    DIRECT FIXATION ASSEMBLIES The Journal of Pandrol Rail Fastenings 2006/2007 1 DIRECT FIXATION ASSEMBLIES DIRECT FIXATION ASSEMBLIES PANDROL VANGUARD Baseplate Installed on Guangzhou Metro ..........................................pages 3, 4, 5, 6, 7 PANDROL VANGUARD Baseplate By L. Liu, Director, Track Construction, Guangzhou Metro, Guangzhou, P.R. of China Installed on Guangzhou Metro Extension of the Docklands Light Railway to London City Airport (CARE project) ..............pages 8, 9, 10 PANDROL DOUBLE FASTCLIP installation on the Arad Bridge ................................................pages 11, 12 By L. Liu, Director, Track Construction, Guangzhou Metro, Guangzhou, P.R. of China PANDROL VIPA SP installation on Nidelv Bridge in Trondheim, Norway ..............................pages 13,14,15 by Stein Lundgreen, Senior Engineer, Jernbanverket Head Office The city of Guangzhou is the third largest track form has to be used to control railway VANGUARD vibration control rail fastening The Port Authority Transit Corporation (PATCO) goes High Tech with Rail Fastener............pages 16, 17, 18 in China, has more than 10 million vibration transmission in environmentally baseplates on Line 1 of the Guangzhou Metro by Edward Montgomery, Senior Engineer, Delaware River Port Authority / PACTO inhabitants and is situated in the south of sensitive areas. Pandrol VANGUARD system has system (Figure 1) in China was carried out in the country near Hong Kong. Construction been selected for these requirements on Line 3 January 2005. The baseplates were installed in of a subway network was approved in and Line 4 which are under construction. place of the existing fastenings in a tunnel on PANDROL FASTCLIP 1989 and construction started in 1993. Five the southbound track between Changshoulu years later, the city, in the south of one of PANDROL VANGUARD TRIAL ON and Huangsha stations.
    [Show full text]
  • Track Report 2009 V1:G 08063 PANDROLTEXT
    The Journal of Pandrol Rail Fastenings 2009 DIRECT FIXATION ASSEMBLIES Pandrol and the Railways in China................................................................................................page 03 by Zhenping ZHAO, Dean WHITMORE, Zhenhua WU, RailTech-Pandrol China;, Junxun WANG, Chief Engineer, China Railway Construction Co. No. 22, P. R. of China Korean Metro Shinbundang Project ..............................................................................................page 08 Port River Expressway Rail Bridge, Adelaide, Australia...............................................................page 11 PANDROL FASTCLIP Pandrol, Vortok and Rosenqvist Increasing Productivity During Tracklaying...................................................................................page 14 PANDROL FASTCLIP on the Gaziantep Light Rail System, Turkey ...............................................page 18 The Arad Tram Modernisation, Romania .....................................................................................page 20 PROJECTS Managing the Rail Thermal Stress Levels on MRS Tracks - Brazil ...............................................page 23 by Célia Rodrigues, Railroad Specialist, MRS Logistics, Juiz de Fora, MG-Brazil Cristiano Mendonça, Railroad Specialist, MRS Logistics, Juiz de Fora, MG-Brazil Cristiano Jorge, Railroad Specialist, MRS Logistics, Juiz de Fora, MG-Brazil Alexandre Bicalho, Track Maintenance Manager, MRS Logistics, Juiz de Fora, MG-Brazil Walter Vidon Jr., Railroad Consultant, Ch Vidon, Juiz de Fora, MG-Brazil
    [Show full text]