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Operation of Points
9100-000-007 Safeworking Rules and Procedures PUBLIC TRANSPORT AUTHORITY SAFEWORKING RULES AND PROCEDURES 9012 OPERATION OF POINTS 9012 Operation of Points Rev1.00 Date: 01 November 15 Page 1 of 18 9100-000-007 Safeworking Rules and Procedures CONTENTS 1. Purpose ................................................................................................................. 3 2. General .................................................................................................................. 3 3. Setting Points ........................................................................................................ 4 3.1. Indications of Points Setting ......................................................................... 4 3.2. Restoration of Points .................................................................................... 4 4. Movement over Points ........................................................................................... 5 4.1. Rail Traffic .................................................................................................... 5 4.2. Competent Workers ..................................................................................... 5 4.3. Trailing Points .............................................................................................. 5 5. Damaged Points .................................................................................................... 6 6. Failed Electrically Operated Points ....................................................................... 6 -
Derailment and Collision Between Coal Trains Ravenan (25Km from Muswellbrook), New South Wales, on 26 September 2018
Derailment and collision between coal trains Ravenan (25km from Muswellbrook), New South Wales, on 26 September 2018 ATSB Transport Safety Report Rail Occurrence Investigation (Defined) RO-2018-017 Final – 18 December 2020 Cover photo: Source ARTC This investigation was conducted under the Transport Safety Investigation Act 2003 (Commonwealth) by the Office of Transport Safety Investigations (NSW) on behalf of the Australian Transport Safety Bureau in accordance with the Collaboration Agreement Released in accordance with section 26 of the Transport Safety Investigation Act 2003 Publishing information Published by: Australian Transport Safety Bureau Postal address: PO Box 967, Civic Square ACT 2608 Office: 62 Northbourne Avenue Canberra, ACT 2601 Telephone: 1800 020 616, from overseas +61 2 6257 2463 Accident and incident notification: 1800 011 034 (24 hours) Email: [email protected] Website: www.atsb.gov.au © Commonwealth of Australia 2020 Ownership of intellectual property rights in this publication Unless otherwise noted, copyright (and any other intellectual property rights, if any) in this publication is owned by the Commonwealth of Australia. Creative Commons licence With the exception of the Coat of Arms, ATSB logo, and photos and graphics in which a third party holds copyright, this publication is licensed under a Creative Commons Attribution 3.0 Australia licence. Creative Commons Attribution 3.0 Australia Licence is a standard form licence agreement that allows you to copy, distribute, transmit and adapt this publication provided that you attribute the work. The ATSB’s preference is that you attribute this publication (and any material sourced from it) using the following wording: Source: Australian Transport Safety Bureau Copyright in material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. -
Muswellbrook to Ulan Balloon Loop
Division / Business Unit: Enterprise Services Function: Operations Interface Document Type: Route Access Standard Route Access Standard HHN Section Pages H4 - Muswellbrook to Ulan Balloon Loop Applicability ARTC Network Wide SMS Publication Requirement External Only Primary Source Document Status Version # Date Reviewed Prepared by Reviewed by Endorsed Approved 1.7 Nov 2017 Manager Stakeholders Manager GM Technical Standards Procedures Standards Development Amendment Record Amendments to the RAS are published at the following link https://www.artc.com.au/uploads/RAS_Amendments_Register.xlsx © Australian Rail Track Corporation Limited (ARTC) Disclaimer This document has been prepared by ARTC for internal use and may not be relied on by any other party without ARTC’s prior written consent. Use of this document shall be subject to the terms of the relevant contract with ARTC. ARTC and its employees shall have no liability to unauthorised users of the information for any loss, damage, cost or expense incurred or arising by reason of an unauthorised user using or relying upon the information in this document, whether caused by error, negligence, omission or misrepresentation in this document. This document is uncontrolled when printed. Authorised users of this document should visit ARTC’s intranet or extranet (www.artc.com.au) to access the latest version of this document. CONFIDENTIAL Page 1 of 10 Route Access Standard HHN Section Pages H4 - Muswellbrook to Ulan Balloon Loop Muswellbrook to Ulan Balloon Loop 1 Muswellbrook to Ulan Balloon Loop NB: These line maps are indicative only and should be reviewed in conjunction with the legend on page 3. For more detailed map information refer to the ARTC website. -
Status of TTC 2015 06 Final.Pdf
Status of the Transportation U.S. Department of Transportation Technology Center - 2015 Federal Railroad Administration Office of Research, Development, and Technology Washington, DC 20590 DOT/FRA/ORD-16/05 Final Report March 2016 NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. Any opinions, findings and conclusions, or recommendations expressed in this material do not necessarily reflect the views or policies of the United States Government, nor does mention of trade names, commercial products, or organizations imply endorsement by the United States Government. The United States Government assumes no liability for the content or use of the material contained in this document. NOTICE The United States Government does not endorse products or manufacturers. Trade or manufacturers’ names appear herein solely because they are considered essential to the objective of this report. REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-0188), Washington, DC 20503. -
US Army Railroad Course Railway Track Maintenance II TR0671
SUBCOURSE EDITION TR0671 1 RAILWAY TRACK MAINTENANCE II Reference Text (RT) 671 is the second of two texts on railway track maintenance. The first, RT 670, Railway Track Maintenance I, covers fundamentals of railway engineering; roadbed, ballast, and drainage; and track elements--rail, crossties, track fastenings, and rail joints. Reference Text 671 amplifies many of those subjects and also discusses such topics as turnouts, curves, grade crossings, seasonal maintenance, and maintenance-of-way management. If the student has had no practical experience with railway maintenance, it is advisable that RT 670 be studied before this text. In doing so, many of the points stressed in this text will be clarified. In addition, frequent references are made in this text to material in RT 670 so that certain definitions, procedures, etc., may be reviewed if needed. i THIS PAGE WAS INTENTIONALLY LEFT BLANK. ii CONTENTS Paragraph Page INTRODUCTION................................................................................................................. 1 CHAPTER 1. TRACK REHABILITATION............................................................. 1.1 7 Section I. Surfacing..................................................................................... 1.2 8 II. Re-Laying Rail............................................................................ 1.12 18 III. Tie Renewal................................................................................ 1.18 23 CHAPTER 2. TURNOUTS AND SPECIAL SWITCHES........................................................................................ -
Conceptual Railway Signaling Online Live Training
CONCEPTUAL RAILWAY SIGNALING ONLINE LIVE TRAINING MASTER TRAINER: NARAYAN PARVATIKAR RAILWAYACADEMY [email protected], +91 9810989077 Program Brief This program is a concept-based program and will usually be carried out in live mode delivered online by trainer. It shall cover the theory- based Principles of Railway Signaling and students will undergoing the course shall learn concepts of railway signalling and control systems in Indian Railway Context. Duration 30 sessions of 45 min live training classes in live group interaction with Railway Expert after each module Target Audiences • Fresh Engineering graduates looking for employment in Railway Sector • Working Professionals sponsored by Industry to upgrade skills • Self Sponsored working professionals looking for career in railways telecommunications Fee • INR 36,000/- (INR Thirty Six Thousand only) to paid in three installments) inclusive of GST o 1st installment: at the time of registration: Pay online https://imjo.in/PzM6eQ o 2nd installment: Before 9th class o 3rd installment: Before 15th class • One Time Payment Offer: INR 27,000/- (INR Twenty Seven thousand only) inclusive of GST: Pay online https://imjo.in/kAA3hs Trainer Profile: Narayan Parvatikar Railway Signal Engineer with 37+ years of experience with Indian Railways and other MNCs. More than 23 years of experience in Training. Program Syllabus Sl No Contents 1 • General information • Contents and self-introduction • Why separate signaling for railways • Topics covered • Takeaway • Feedback and queries 2 • Railway -
AMS Project Specifications: AMS Trackside Design Guideline
Reference material AMS Project Specifications: AMS Trackside Design Guideline This document is published as reference material to support the implementation of Automatic Train Protection as part of the roll out of the Advanced Train Control Migration System project. The content described might be of assistance to individuals and organisations performing work on NSW Rail Assets. When reading this document, any inconsistencies with Transport for NSW Network Standards shall be raised with the Asset Standards Authority (ASA) for clarification. This document does not comply with accessibility requirements (WCAG 2.0). If you are having trouble accessing information in these documents, please contact the ASA. Authorised by: Chief Engineer, Asset Standards Authority Published: November 2018 Important message This document is developed solely and specifically for use on the rail network owned or managed by the NSW Government and its agencies. It is not suitable for any other purpose. You must not use or adapt it or rely upon it in any way unless you are authorised in writing to do so by a relevant NSW Government agency. If this document forms part of a contract with, or is a condition of approval by, a NSW Government agency, use of the document is subject to the terms of the contract or approval. This document is published for information only and its content may not be current. AMS PROJECT SPECIFICATIONS: AMS TRACKSIDE DESIGN GUIDELINE DeskSite Reference: 5188811 only Principle – Applicable to Transport Projects AMS Program Quality Management -
Overview of Wheel/Rail Load Environment Caused by Freight Car Suspension Dynamics
34 TRANSPORTATION RESEARCH RECORD 1241 Overview of Wheel/Rail Load Environment Caused by Freight Car Suspension Dynamics SEMIH KALAY AND ALBERT REINSCHMIDT It has been a well-established fact that excessive wheel/rail loads dynamic load factors that represent only the effects of max cause accelerated wheel/rail wear, truck component deterioration, imum dynamic load conditions (7). The most serious problem track damage, and increased potential for derailment. The eco with these types of assumptions is that they neither make any nomic and safety impact of the increased wheel rail loads can only distinction for the effects of suspension design used in differ be ascertained by a total characterization of the wheel/rail loads. In this paper, a comprehensive set of experimental results obtained ent types of freight cars nor describe the variety of track from on-track testing of conventional North American freight cars conditions found in revenue service. Ideally, for design of using both wayside and on-board measurement systems are pre track and fretgh:t car structures, a total description of the load sented. The particular emphasis is given to the wheel/rail loads spectra including low-frequency high-dynamic loads should resulting from suspension dynamics. The dynamic wheel/rail envi be used (8). ronment addressed in this paper is limited to dynamic performance Our purpose in this paper is to provide an overall under regimes such as rock-and-roll and pitch-and-bounce, hunting, and standing of the dynamic load environment encountered under curving. The strong dependence of the dynamic response of a railway vehicle on a truck suspension system has been illustrated typical North American freight cars. -
Operating Manual for Indian Railways
OPERATING MANUAL FOR INDIAN RAILWAYS GOVERNMENT OF INDIA MINISTRY OF RAILWAYS (RAILWAY BOARD) INDEX S.No. Chapters Page No. 1 Working of Stations 1-12 2 Working of Trains 13-14 3 Marshalling 15-18 4 Freight Operation 19-27 5 Preferential Schedule & Rationalization Order 28 6 Movement of ODC and Other Bulky Consignment 29-32 7 Control Organisation 33-44 8 Command, Control & Coordination of Emergency Rescue Operations on the open line 45-54 9 Marshalling Yards and Freight Terminals 55-67 10 Container Train Operation 68-72 11 Customer Interface and Role of Commercial Staff 73-77 12 Inspections 78-83 13 Interlocking 84-92 14 Station Working Rules and Temporary Working Order 93-102 15 Non-Interlocked Working of Station 103-114 16 Operating Statistics 115-121 17 FOIS 122-146 I.C.M.S - Module in ICMS - System - Data Feeding 147-148 - - MIS Reports 18 C.O.A 149 19 ACD 150 20 Derailment Investigation 151-158 21 Concept of Electric Traction 159-164 Crew link, loco link & power plant 165-166 Electric Loco maintenance schedule Diesel Loco maintenance schedule 167-169 Features of Electric Locomotives Brake power certificate 170 Various machines used for track maintenance 171 WORKING OF STATIONS (Back to Index) Railway Stations, world wide, are located in prime city centres, as railways were started at a time when expansion of cities was yet to start. Railway station continues to be the focal point of central business district in all cities in the world. All description of rail business is transacted at the station, passengers start journey or complete it, outward parcels are booked and inward parcel consignments received and kept ready for delivery. -
FOR PUBLICATION UT4 Maintenance Submission
FOR PUBLICATION 30 April 2013 UT4 Maintenance Submission THIS PAGE INTENTIONALLY BLANK UT4 Maintenance Submission 30th April 2013 TABLE OF CONTENTS Definitions and Abbreviations vii Executive Summary 10 1. Background 16 1.1 Submission Document Structure .................................................................................................... 16 1.2 Submission Development Process ................................................................................................ 17 1.2.1 Key Assumptions ...................................................................................................................... 19 1.2.2 Efficiency Gains ........................................................................................................................ 20 1.2.3 Use of External Expertise ...................................................................................................... 20 1.2.4 Maintenance Cost Index......................................................................................................... 20 1.2.5 Internal Experts ......................................................................................................................... 21 1.3 Aurizon Network’s Business Structure .......................................................................................... 23 1.3.1 Business Structure History .................................................................................................... 23 1.3.2 Aurizon Network’s Operational Structure ......................................................................... -
Wiggins Island Rail Project Balloon Loop
Wiggins Island Rail Project Balloon Loop The Wiggins Island Rail Project (WIRP) is the staged development of new rail lines and upgrading of existing lines to service the new Wiggins Island Coal Export Terminal (WICET) at the Port of Gladstone. About the Project WIRP Stage One includes constructing a new 13km Balloon Loop Fast Facts Balloon Loop from the North Coast Line near Yarwun to enable unloading of coal for the new port facility. Construction of 13km rail loop Works at the Balloon Loop project site include earthworks and drainage, track infrastructure, Location: Near Yarwun, Gladstone overhead electrical equipment, power systems, signals and telecommunications. Approximate project value: $200 million Once operational, coal trains will travel from mines Construction start: Mid 2012 in the southern Bowen Basin along Aurizon’s rail network to the Balloon Loop where it will be unloaded onto Est. construction completion: End 2013 WICET’s conveyor and carried to the port for export. Up to five trains can be held on the Balloon Loop Workers at peak construction: Approximately 180 at one time - three on the arrival side waiting to be unloaded, one at the unloader unloading coal, and one on the departure side heading back to the mines. Environment Beaks Creek Diversion Aurizon aims to continuously improve our Beaks Creek flows from the southern slope of Mount environmental performance. Martin in the Calliope Conservation Park, prior to meeting the Calliope River about one kilometre A comprehensive Environmental Management Plan upstream of the Calliope River rail bridges. will be implemented on site. As a result of the Balloon Loop works, a new drainage Aurizon will work to offset environmental rehabilitation channel is needed to manage flows from Beaks Creek. -
Tng 71 Spring 1976
.•. ' NARROW GAUGE RAILWAY SOCIETY NARROW GAUGE RAILWAY SOCIETY (FOUNDED 1951) HON. MEMBERSHIP SECRETARY: Ralph Martin, 27 Oakenbank Crescent, Huddersfield, Yorks. HD5 8LQ. EDITOR: Andrew Neale, 7 Vinery Road, Leeds LS4 2LB, Yorkshire. LAYOUT & ASSISTANT EDITOR: Ron Redman. EDITORIAL Judging from the large numbers of letters from members, issue number 70 seems to have been well received, and I am most grateful to all those of you who took the trouble to write, particularly those who either sent or offered articles and photographs. We are gradually building up a stock of articles, but as mentioned before, the provision of suitable illustrations for these articles is still something of a problem and I will be most pleased to hear from anyone who can offer any good, sharp, black and white pictures of any aspect of the narrow gauge. It is a great pleasure to be able to include in this issue an article from one of our Australian members while two other illustrations in this issue have come from contributors in America and East Germany. I very much hope this will be the start of a trend and I will be receiving many more contributions from those of you living overseas who have access to much material denied to us in Britain. · From the next issue I hope to use this page to comment on various aspects of the narrow gauge scene (but NOT internal Society affairs) and will always be pleased to receive your views for possible inclusion in our correspondence pages. Cover: E. P. C. Co. No. 2 Back home in Port Elizabeth in 1971 (Ron Redman) WELL, WE'RE ALMOST ON TIME ...