Derailment of Freight Train 9204V, Sims Street Junction, West Melbourne
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NORTH WEST Freight Transport Strategy
NORTH WEST Freight Transport Strategy Department of Infrastructure NORTH WEST FREIGHT TRANSPORT STRATEGY Final Report May 2002 This report has been prepared by the Department of Infrastructure, VicRoads, Mildura Rural City Council, Swan Hill Rural City Council and the North West Municipalities Association to guide planning and development of the freight transport network in the north-west of Victoria. The State Government acknowledges the participation and support of the Councils of the north-west in preparing the strategy and the many stakeholders and individuals who contributed comments and ideas. Department of Infrastructure Strategic Planning Division Level 23, 80 Collins St Melbourne VIC 3000 www.doi.vic.gov.au Final Report North West Freight Transport Strategy Table of Contents Executive Summary ......................................................................................................................... i 1. Strategy Outline. ...........................................................................................................................1 1.1 Background .............................................................................................................................1 1.2 Strategy Outcomes.................................................................................................................1 1.3 Planning Horizon.....................................................................................................................1 1.4 Other Investigations ................................................................................................................1 -
Union Depot Tower Interlocking Plant
Union Depot Tower Union Depot Tower (U.D. Tower) was completed in 1914 as part of a municipal project to improve rail transportation through Joliet, which included track elevation of all four railroad lines that went through downtown Joliet and the construction of a new passenger station to consolidate the four existing passenger stations into one. A result of this overall project was the above-grade intersection of 4 north-south lines with 4 east-west lines. The crossing of these rail lines required sixteen track diamonds. A diamond is a fixed intersection between two tracks. The purpose of UD Tower was to ensure and coordinate the safe and timely movement of trains through this critical intersection of east-west and north-south rail travel. UD Tower housed the mechanisms for controlling the various rail switches at the intersection, also known as an interlocking plant. Interlocking Plant Interlocking plants consisted of the signaling appliances and tracks at the intersections of major rail lines that required a method of control to prevent collisions and provide for the efficient movement of trains. Most interlocking plants had elevated structures that housed mechanisms for controlling the various rail switches at the intersection. Union Depot Tower is such an elevated structure. Source: Museum of the American Railroad Frisco Texas CSX Train 1513 moves east through the interlocking. July 25, 1997. Photo courtesy of Tim Frey Ownership of Union Depot Tower Upon the completion of Union Depot Tower in 1914, U.D. Tower was owned and operated by the four rail companies with lines that came through downtown Joliet. -
The Myth of the Standard Gauge
The Myth of the Standard Guage: Rail Guage Choice in Australia, 1850-1901 Author Mills, John Ayres Published 2007 Thesis Type Thesis (PhD Doctorate) School Griffith Business School DOI https://doi.org/10.25904/1912/426 Copyright Statement The author owns the copyright in this thesis, unless stated otherwise. Downloaded from http://hdl.handle.net/10072/366364 Griffith Research Online https://research-repository.griffith.edu.au THE MYTH OF THE STANDARD GAUGE: RAIL GAUGE CHOICE IN AUSTRALIA, 1850 – 1901 JOHN AYRES MILLS B.A.(Syd.), M.Prof.Econ. (U.Qld.) DEPARTMENT OF ACCOUNTING, FINANCE & ECONOMICS GRIFFITH BUSINESS SCHOOL GRIFFITH UNIVERSITY Submitted in fulfilment of the requirements of the degree of Doctor of Philosophy July 2006 ii ABSTRACT This thesis describes the rail gauge decision-making processes of the Australian colonies in the period 1850 – 1901. Federation in 1901 delivered a national system of railways to Australia but not a national railway system. Thus the so-called “standard” gauge of 4ft. 8½in. had not become the standard in Australia at Federation in 1901, and has still not. It was found that previous studies did not examine cause and effect in the making of rail gauge choices. This study has done so, and found that rail gauge choice decisions in the period 1850 to 1901 were not merely one-off events. Rather, those choices were part of a search over fifty years by government representatives seeking colonial identity/autonomy and/or platforms for election/re-election. Consistent with this interpretation of the history of rail gauge choice in the Australian colonies, no case was found where rail gauge choice was a function of the disciplined search for the best value-for-money option. -
Notes on Curves for Railways
NOTES ON CURVES FOR RAILWAYS BY V B SOOD PROFESSOR BRIDGES INDIAN RAILWAYS INSTITUTE OF CIVIL ENGINEERING PUNE- 411001 Notes on —Curves“ Dated 040809 1 COMMONLY USED TERMS IN THE BOOK BG Broad Gauge track, 1676 mm gauge MG Meter Gauge track, 1000 mm gauge NG Narrow Gauge track, 762 mm or 610 mm gauge G Dynamic Gauge or center to center of the running rails, 1750 mm for BG and 1080 mm for MG g Acceleration due to gravity, 9.81 m/sec2 KMPH Speed in Kilometers Per Hour m/sec Speed in metres per second m/sec2 Acceleration in metre per second square m Length or distance in metres cm Length or distance in centimetres mm Length or distance in millimetres D Degree of curve R Radius of curve Ca Actual Cant or superelevation provided Cd Cant Deficiency Cex Cant Excess Camax Maximum actual Cant or superelevation permissible Cdmax Maximum Cant Deficiency permissible Cexmax Maximum Cant Excess permissible Veq Equilibrium Speed Vg Booked speed of goods trains Vmax Maximum speed permissible on the curve BG SOD Indian Railways Schedule of Dimensions 1676 mm Gauge, Revised 2004 IR Indian Railways IRPWM Indian Railways Permanent Way Manual second reprint 2004 IRTMM Indian railways Track Machines Manual , March 2000 LWR Manual Manual of Instructions on Long Welded Rails, 1996 Notes on —Curves“ Dated 040809 2 PWI Permanent Way Inspector, Refers to Senior Section Engineer, Section Engineer or Junior Engineer looking after the Permanent Way or Track on Indian railways. The term may also include the Permanent Way Supervisor/ Gang Mate etc who might look after the maintenance work in the track. -
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. -
Production Plants for Concrete Pre-Stressed and Post-Tensioned Sleepers, Turnout Bearers and Slabs
PRODUCTION PLANTS FOR CONCRETE PRE-STRESSED AND POST-TENSIONED SLEEPERS, TURNOUT BEARERS AND SLABS Some of our references Updated on 31st October 2016 Type of Plant Carousel Type of Sleeper FSV 35 P Length of sleeper [m] 2,30 Type of fastening Pandrol AP6, K, Vossloh SCAC SCAC S.p.A. Productive capacity 300.000 (sleepers/year) Country Italy Type of Plant Carousel Type of Sleeper FSV 35 P Length of sleeper [m] 2,30 Type of fastening Pandrol AP6, K, Vossloh SCEV S.p.A. SCEV S.p.A. Productive capacity 300.000 (sleepers/year) Country Italy Type of Plant Long Line Type of Sleeper B 70 Length of sleeper [m] 2,60 & & KG Co. Type of fastening Vossloh Productive capacity GmbH 46.800 (sleepers/year) PFLEIDERER INFR. Country Germany Type of Plant Long Line Type of Sleeper Slab Track – Ballastless Type of fastening Pandrol AP6 VIANINI VIANINI IND. S.p.A. Country Italy Plants for railway sleepers - References 3 Type of Plant Carousel Type of Sleeper FSV 35 P Length of sleeper [m] 2,30 Type of fastening Pandrol e-clip, K, Vossloh Productive capacity STIARM S.p.A. 500.000 (sleepers/year) Country Italy Type of Plant Carousel Type of Sleeper Polivalente dual Gauge Length of sleeper [m] 2,60 Type of fastening Vossloh Productive capacity 500.000 DELTA SA SA DELTA FCC (sleepers/year) Country Spain Type of Plant Long Line Type of Sleeper Polivalente Dual Gauge - AI Length of sleeper [m] 2,60 Type of fastening Vossloh Productive capacity 190.000 TRAVIPOS TRAVIPOS S.A. -
Safety Alert
Safety Alert NOTICE TO RAIL TRANSPORT OPERATORS RSA-2014-03 Date Issued: 20 August 2014 SUBJECT Operational interfaces between Rail Infrastructure Managers and Rolling Stock Operators – mixed and dual gauge turnouts ISSUE On 11 July 2014 a standard gauge interstate passenger train derailed in a facing movement while attempting to negotiate the diverge leg of a Type 37 mixed gauge (1435mm / 1600mm) turnout. The derailment occurred at the wheel transfer area approximately midway along the point blade of the turnout. The train wheelsets had a rim width of 127mm. Due to the design of the wheel transfer area of some mixed and dual gauge turnouts, rolling stock with wheelsets of 127mm rim width are at higher risk of derailment than wheelsets of 140mm rim width. Similar mixed gauge and dual gauge (1435mm / 1600mm) turnouts are used elsewhere on Australian rail networks. Both Rail Infrastructure Managers (RIMs) and Rolling Stock Operators (RSOs) have rail safety duties under the Rail Safety National Law and obligations to manage, so far as is reasonably practicable, the safety of the operator’s railway operations. These duties include: Ensuring they have an appropriate documented set of engineering standards and procedures, and operational systems, safety standards and procedures to cover the following, and, if relevant, the interface between any 2 or more of the following: a) rail infrastructure b) rolling stock c) operational systems. RSA-2014-03 ECM: 42019 Date issued: 20 August 2014 Page 1 of 2 Managing the risks associated with their railway operations, including at the rolling stock / track infrastructure interface (including the wheel / rail interface) which may be managed jointly through track access agreements or similar type agreements. -
Rawie 16ZEB/28A Friction Arresting Buffer Stop at Freight Link Headshunt in Melbourne Only
Engineering Procedure- Form New Equipment & System Approval Proforma Form number: EGP2101F-01 NEW EQUIPMENT & SYSTEM APPROVAL PROFORMA Ref: 14/19018 Note: the prompts given below are only a guide to the information required for approval. Dependent on the type of equipment or system that requires approval delete any section that is not applicable or include additional information if necessary. Mandatory fields are marked with an asterisk (*). 1 Equipment or System to be approved * Rawie 16ZEB/28a Friction Arresting Buffer Stop at Freight Link Headshunt in Melbourne only 2 Originator * Name: Patrick Gray Company: ARTC/RRL 3 Introduction * A new dual gauge freight headshunt was proposed by the Victorian Regional Rail Link Project to replace the previous freight headshunt over the North Melbourne Flyover in order to make way for the new Regional Rail Link Track use of the Flyover to access Southern Cross Station. The new headshunt is comprised of a Section of the new Freight Link Track and the Freight Link Headshunt which branches off the Freight Link Track. To control the risk of rolling stock overrun at the end of the headshunt it was determined through a risk assessment process that a friction buffer stop would be provided with capacity to safely bring a maximum freight train of 4500t to a stand from 15 km/h. The Rawie 16ZEB/28a Friction Arresting Buffer Stop is a non-insulated device capable of arresting centre coupled freight vehicles through a friction shoe braking mechanism that allows impact energy to be dissipated over the nominated length of track. This type of equipment provides enhanced rail safety over traditional fixed buffer stops by providing controlled speed reduction and reduces likelihood of destructive impact and the potential for rolling stock to override the buffer. -
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. -
Technical Investigation Report on Train Derailment Incident at Hung Hom Station on MTR East Rail Line on 17 September 2019
港鐵東鐵綫 紅磡站列車出軌事故 技術調查報告 Technical Investigation Report on Train Derailment Incident at Hung Hom Station on MTR East Rail Line 事故日期︰2019 年 9 月 17 日 Date of Incident : 17 September 2019 英文版 English Version 出版日期︰2020 年 3 月 3 日 Date of Issue: 3 March 2020 CONTENTS Page Executive Summary 2 1 Objective 3 2 Background of Incident 3 3 Technical Details Relating to Incident 4 4 Incident Investigation 8 5 EMSD’s Findings 19 6 Conclusions 22 7 Measures Taken after Incident 22 Appendix I – Photos of Wheel Flange Marks, Broken Rails, Rail Cracks and Damaged Point Machines On-Site 23 1 Executive Summary On 17 September 2019, a passenger train derailed while it was entering Platform No. 1 of Hung Hom Station of the East Rail Line (EAL). This report presents the results of the Electrical and Mechanical Services Department’s (EMSD) technical investigation into the causes of the incident. The investigation of EMSD revealed that the cause of the derailment was track gauge widening1. The sleepers2 at the incident location were found to have various issues including rotting and screw hole elongation, which reduced the strength of the sleepers and their ability to retain the rails in the correct position. The track gauge under dynamic loading of trains would be even wider, and this excessive gauge widening caused the train to derail at the time of incident. After the incident, MTR Corporation Limited (MTRCL) have reviewed the timber sleeper condition across the entire EAL route and replaced the sleepers of dissatisfactory condition. MTRCL were requested to enhance the maintenance regime to closely monitor the track conditions with reference to relevant trade practices to ensure railway safety. -
Railroad Building in Virginia (1827 to 1860)
Railroad Building in Virginia (1827 to 1860) Virginia History Series #10-08 © 2008 Major Railroads in Virginia (from 1827-1860) • Baltimore and Ohio (1827) – Winchester & Potomac (at Harpers Ferry) – Winchester & Strasburg • South Side or “Petersburg & -- North Western to Lynchburg RR” (1849-54) Parkersburg, WV • Richmond & Danville (1847-1856) • Manassas Gap (1850-54) • Petersburg & Roanoke (river in NC) • Orange & Alexandria (1848) (1833) -- Richmond & Petersburg (1838) • Virginia Central (1836) -- Blue Ridge (1858) • Norfolk and Petersburg (1853) • Virginia & Tennessee (1850s) • Seaboard & Roanoke (river in NC) or “Portsmouth and Weldon RR” (1835) • Richmond, Fredericksburg, and Potomac to Alexandria (1834) & Fredericksburg & Charlottesville RR Major RR Routes in Virginia by 1860 Wheeling●, Ohio River Parkersburg ● ● Grafton Maryland & York RR+ + ++++++/ + Norfolk Stn + Petersburg & + Norfolk RR + + + + Suffolk Stn + + Bristol ● + + + + Norfolk & + Roanoke RR Weldon ■ On March 8, 1827, the Commonwealth of Virginia joined Maryland in giving the Baltimore and Ohio Rail Road (B&O RR) the task of building a railroad from the port of Baltimore, MD West to a suitable point on the Ohio River. The railroad was intended to provide a faster route for Midwestern goods to reach the East Coast than the successful Erie Canal across upstate NY. Construction began on July 4th, 1828. It was decided to follow the Patapsco River to a point near where the railroad would cross the “fall line” and descend into the valley of the Monocacy and Potomac Rivers. Thomas Viaduct (on the B&O RR) spans the Patapsco River and Patapsco Valley between Relay and Elkridge, MD (1833-35) It was the largest bridge in the nation and today its still the world's oldest multiple arched stone railroad bridge Further extensions of the B&O RR soon opened to Frederick and Point of Rocks on the Potomac river. -
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