Land Transport (Road User) Rule 2004
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European Road Safety Observatory
European Road Safety Observatory Road Safety Thematic Report Railway level crossings This document is part of a series of 20 thematic reports on road safety. The purpose is to give road safety practitioners an overview of the most important research questions and results on the topic in question. The level of detail is intermediate, with more detailed papers or reports suggested for further reading. Each report has a 1-page summary. Contract This document has been prepared in the framework of the EC Service Contract MOVE/C2/SER/2019-100/SI2.822066 with Vias institute (BE) and SWOV Institute for Road Safety Research (NL). Version Version 1.1, January 2021 Author Kas Kamphuis (SWOV) Internal review Philip Temmerman (Vias institute) External review Tim De Ceunynck (Independent road safety expert) Editor Heike Martensen (Vias institute) Referencing Reproduction of this document is allowed with due acknowledgement. Please refer to the document as follows: European Commission (2021) Road safety thematic report – Railway level cross- ings. European Road Safety Observatory. Brussels, European Commission, Direc- torate General for Transport. Source The document is based on and partly cites SWOV fact sheet Railway level cross- ings of December 2020: https://www.swov.nl/en/facts-figures. Disclaimer Whilst every effort has been made to ensure that the material presented in this document is rele- vant, accurate and up-to-date, the (sub)contractors cannot accept any liability for any error or omission, or reliance on part or all of the content in another context. Any information and views set out in this document are those of the author(s) and do not neces- sarily reflect the official opinion of the European Commission. -
Birkenhead RO-2008-001 Final
2008 5 March Australia, South Birkenhead, Collision, Crossing Level ATSB TRANSPORT SAFETY REPORT Rail Occurrence Investigation RO-2008-001 Final Level Crossing Collision Birkenhead, South Australia 5 March 2008 ATSB TRANSPORT SAFETY REPORT Rail Occurrence Investigation RO-2008-001 Final Level Crossing Collision Birkenhead, South Australia 5 March 2008 Released in accordance with section 25 of the Transport Safety Investigation Act 2003 - i - Published by: Australian Transport Safety Bureau Postal address: PO Box 967, Civic Square ACT 2608 Office location: 62 Northbourne Avenue, Canberra City, Australian Capital Territory Telephone: 1800 020 616; from overseas + 61 2 6257 4150 Accident and incident notification: 1800 011 034 (24 hours) Facsimile: 02 6247 3117; from overseas + 61 2 6247 3117 E-mail: [email protected] Internet: www.atsb.gov.au © Commonwealth of Australia 2009. This work is copyright. In the interests of enhancing the value of the information contained in this publication you may copy, download, display, print, reproduce and distribute this material in unaltered form (retaining this notice). However, copyright in the material obtained from other agencies, private individuals or organisations, belongs to those agencies, individuals or organisations. Where you want to use their material you will need to contact them directly. Subject to the provisions of the Copyright Act 1968, you must not make any other use of the material in this publication unless you have the permission of the Australian Transport Safety Bureau. Please direct requests for further information or authorisation to: Commonwealth Copyright Administration, Copyright Law Branch Attorney-General’s Department, Robert Garran Offices, National Circuit, Barton ACT 2600 www.ag.gov.au/cca ISBN and formal report title: see ‘Document retrieval information’ on page v. -
TEM Vol 3 Part 2.17A
Treating pedestrian and turning vehicle conflicts at signalised intersections The following table provides a brief overview of the treatments and their appropriateness in certain road environments. Table 1: Overview of treatments and their use in certain road environments Table 2: Overview of treatments and their use in certain road environments Treatments to eliminate pedestrian and turning vehicle conflicts at signalised intersections Grade separation of pedestrian crossing Pedestrian overpass Maroondah Highway, Ringwood Brief description Full grade separation of pedestrians, above or below an intersection, eliminates the conflict between motorists and pedestrians at a signalised intersection. A pedestrian overpass or underpass allows pedestrians to cross the road independently of the traffic signals. Potential • At intersections within pedestrian priority areas as defined in the VicRoads SmartRoads locations strategy. • Within central activities areas (including hospital and university campuses) where pedestrian volumes are significant in all directions of the intersection. • Where an at-grade crossing is not desirable or where it is preferred that pedestrians be able to cross the intersection at any time. • Where the intersection is located between public transport nodes (e.g. a connection between a railway station and a bus interchange). • Where pedestrian paths or desire lines already take them over or under the road (e.g., at an elevated railway station). Considerations • The geometry of the overpass / underpass will appropriately cater for the expected volume of pedestrians (and cyclists). • The impact on travel times for users of the grade separated facility - they will not be favourable where the walking distance is more than 50 percent greater than the at-grade distance. -
100450 Hook Turn Brochure 2.FH11
Stay Safe HOOK Tips that will help Make eye contact with other drivers. Regularly check behind you. Check your bike regularly brakes, tyres, chain, reflectors TURNS and lights. Wear an approved helmet. Make sure it fits firmly and keep it done up. If your helmet gets dented or broken in The safest way for a crash or dropped heavily, replace it. Work on your bike skills. Practise the skills away from cyclists to turn right other traffic. Make sure you can be seen bright-coloured clothes, at busy intersections lights and reflectors all help. Ride at least one metre out from parked cars, and watch For more cycling information go to for drivers opening doors. www.hamilton.co.nz/thinkchangego Occupy the centre of the traffic lane when the road width requires it, or when you need to position yourself for a turn. Scan ahead for potential hazards like potholes, drain gratings, pedestrians or drivers who have not seen you. Know the road rules and follow them. Be predictable. Ride in as smooth a line as possible. Where possible, choose a safe route. It enables cyclists to make their right turn whilst keeping BOUNDARY RD, right THE DANGER left at all times. Because cyclists keep left during a HOOK TURN, it reduces conflict between cyclists and motorists. into VICTORIA ST Turning right at busy intersections can be tricky for cyclists. HOW TO DO A HOOK TURN To begin with, the normal right turning manoeuvre means A HOOK TURN allows cyclists to turn right at an cyclists have to cross two lanes of busy traffic to reach intersection in two stages, during two green light phases. -
Planning for Pedestrian Accessibility at Level Crossings and Railway Stations, Melbourne, Victoria Walks
Planning for Pedestrian Accessibility at Level Crossing Removals and Railway Stations. December 2016 i | P a g e This report was prepared by Dr David Mepham for Victoria Walks Inc. December 2016. The report analyses level crossing removal and railway station improvement projects, and concept designs for elevated rail on the Cranbourne/Pakenham Line, in Melbourne, to make recommendations to ensure pedestrian accessibility in future projects. Notwithstanding the consultation undertaken with government agencies in preparing this report, it is independent of any agency and represents the views of the author and Victoria Walks only. Victoria Walks Inc. is a walking health promotion charity working to get more Victorians walking every day. Our vision is for vibrant, supportive and strong neighbourhoods and communities where people can and do choose to walk wherever possible. Victoria Walks is supported by VicHealth. Dr David Mepham is the Director of DMC, a Melbourne based consultancy. Previously at the City of Gold Coast he was 'City Building Manager' for the Gold Coast Light Rail Project, leading planning and urban design outcomes. He was also the architect of the innovative Gold Coast City Council - City Parking Plan as the Coordinator Transport Futures. In drafting this report he draws on his interest and experience in walking, station access and the idea of transit oriented development with a view to realising attractive station places and more accessible communities. Email [email protected] December 2016 © Victoria Walks Inc. Registration No A0052693U Level &, 225 Bourke Street, Melbourne, Victoria, 3000 P: 03 9662 3975 E: [email protected] www.victoriawalks.org.au Recommended Citation Mepham D. -
Traffic Signal Design Section 10 - Signs
Traffic signal design Section 10 - Signs The traffic signal design guidelines have been developed to assist in designing traffic control signals. The guidelines are to comprise 16 sections and 5 appendices. These are initially being released individually and in no specific order. The sections which are to be released are as follows: Part Title Section 1 Investigation Section 2 Warrants Section 3 Design Process Section 4 Plan Requirements Section 5 Geometry Section 6 Pavement Marking Section 7 Phasing and Signal Group Display Sequence Section 8 Lanterns Section 9 Posts Section 10 Signs Section 11 Detectors Section 12 Controller Section 13 Provision for Future Facilities Section 14 Signalised Mid-block Marked Footcrossings Section 15 Special Situations Section 16 References Appendix A Design Plan Checklist Appendix B Traffic Signal Symbols Appendix C Location and Function of Lanterns Appendix D Location and Dimensions of Components Appendix E Left Turn on Red Appendix F Level Crossing Interface – Concept of Operations Appendix G Level Crossing Interface – Traffic Signal Design Guidance To determine which sections are currently available go to: www.rta.nsw.gov.au/doingbusinesswithus/downloads/technicalmanuals/trafficsignaldesign_dl1.html The information contained in the various parts is intended to be used as a guide to good practice. Discretion and judgement should be exercised in the light of the many factors that may influence the design of traffic signals at any particular site. The guidelines make reference, where relevant, to current Australian Standards and are intended to supplement and otherwise assist in their interpretation and application. Traffic Signal Design Section 10 SIGNS Special Note: As of 17 January 2011, the RTA is adopting the Austroads Guides (Guide to Traffic Management) and Australian Standards (AS 1742, 1743 & 2890) as its primary technical references. -
Assessment of Safety at Level Crossings in UNECE Member Countries and Other Selected Countries and Strategic Framework for Improving Safety at Level Crossings
Informal document SC.2 No. 5 (2016) Distr.: General 16 November 2016 English only Working Party on Rail Transport Seventieth session Geneva, 22–24 November 2016 Item 17 of the provisional agenda Group of Experts on improving Safety at Level Crossings Assessment of safety at level crossings in UNECE member countries and other selected countries and strategic framework for improving safety at level crossings Submitted by the Drafting Group of the Group of Experts on Improving Safety at Level Crossings Summary This document presents an assessment undertaken by the Group of Experts on Improving Safety at Level Crossings of safety at level crossings in UNECE member countries and other selected countries (Part one). It further presents a strategic framework prepared by the Group for enhancing safety at level crossings (Part two). This document was finalized by the Drafting Group of the Group of Experts on Improving Safety at Level Crossings. It is submitted for consideration and endorsement by the Group of Experts at its ninth session. Due to administrative reasons on length of documents accepted for translation, this document, in Part one contains only conclusions from the assessment of key factors contributing to unsafe condition at level crossings in UNECE member countries and other selected countries as well as recommendations resulting from these conclusions. The assessment of the key factors (chapters B to I of Part one) is provided in Annex III to this document (in chapters I to VIII) in English only. Informal document SC.2 No. 5 (2016) Part one Assessment of safety performance, conclusions from assessment of key factors contributing to unsafe condition at level crossings in UNECE member countries and other selected countries and recommendations A. -
Level Crossings: a Guide for Managers, Designers and Operators Railway Safety Publication 7
Level Crossings: A guide for managers, designers and operators Railway Safety Publication 7 December 2011 Contents Foreword 4 What is the purpose of this guide? 4 Who is this guide for? 4 Introduction 5 Why is managing level crossing risk important? 5 What is ORR’s policy on level crossings? 5 1. The legal framework 6 Overview 6 Highways and planning law 7 2. Managing risks at level crossings 9 Introduction 9 Level crossing types – basic protection and warning arrangements 12 General guidance 15 Gated crossings operated by railway staff 16 Barrier crossings operated by railway staff 17 Barrier crossings with obstacle detection 19 Automatic half barrier crossings (AHBC) 21 Automatic barrier crossings locally monitored (ABCL) 23 Automatic open crossings locally monitored (AOCL) 25 Open crossings 28 User worked crossings (UWCs) for vehicles 29 Footpath and bridleway crossings 30 Foot crossings at stations 32 Provision for pedestrians at public vehicular crossings 32 Additional measures to protect against trespass 35 The crossing 36 Gates, wicket gates and barrier equipment 39 Telephones and telephone signs 41 Miniature stop lights (MSL) 43 Traffic signals, traffic signs and road markings 44 3. Level crossing order submissions 61 Overview and introduction 61 Office of Rail Regulation | December 2011 | Level crossings: a guide for managers, designers and operators 2 Background and other information on level crossing management 61 Level crossing orders: scope, content and format 62 Level crossing order request and consideration process 64 Information -
5 Level Crossings 4
RSC-G-006-B Guidelines For The Design Of Section 5 Railway Infrastructure And Rolling Stock LEVEL CROSSINGS 5 LEVEL CROSSINGS 4 5.1. THE PRINCIPLES 4 5.2. GENERAL GUIDANCE 5 5.2.1. General description 5 5.2.2. Structure of the guidance 5 5.2.3. Positioning of level crossings 5 5.2.4. Equipment at level crossings 5 5.2.5. Effects on existing level crossings 6 5.2.6. Operating conditions 6 5.3. TYPES OF CROSSINGS 7 5.3.1. Types of crossing 7 5.3.2. Conditions for suitability 9 5.4. GATED CROSSINGS OPERATED BY RAILWAY STAFF 12 5.4.1. General description (for user worked gates see section 5.8) 12 5.4.2. Method of operation 12 5.4.3. Railway signalling and control 12 5.5. BARRIER CROSSINGS OPERATED BY RAILWAY STAFF (MB) 13 5.5.1. General description 13 5.5.2. Method of operation 13 5.5.3. Railway signalling and control 14 5.6. AUTOMATIC HALF BARRIER CROSSINGS (AHB) 15 5.6.1. General description 15 5.6.2. Method of operation 15 5.6.3. Railway signalling and control 16 5.7. AUTOMATIC OPEN CROSSING (AOC) 17 5.7.1. General description 17 5.7.2. Method of operation 17 5.7.3. Railway signalling and control 18 5.8. USER-WORKED CROSSINGS (UWC) WITH GATES OR LIFTING BARRIERS 19 5.8.1. General description 19 5.8.2. Method of operation 19 5.9. PEDESTRIAN CROSSINGS (PC) PRIVATE OR PUBLIC FOOTPATH 21 5.9.1. -
Evaluation of Cost-Effective Systems for Railway Level-Crossing Protection
ECONOMIC AND SOCIAL COMMISSION FOR ASIA AND THE PACIFIC EVALUATION OF COST-EFFECTIVE SYSTEMS FOR RAILWAY LEVEL-CROSSING PROTECTION UNITED NATIONS ECONOMIC AND SOCIAL COMMISSION FOR ASIA AND THE PACIFIC EVALUATION OF COST-EFFECTIVE SYSTEMS FOR RAILWAY LEVEL-CROSSING PROTECTION UNITED NATIONS New York, 2000 ST/ESCAP/2088 ______________ The opinions, figures and estimates set forth in this report were supplied by the respective railway administrations. They are the responsibility of the author and should not necessary be considered as reflecting the views or carrying the endorsement of the United Nations. The designations employed and the presentation of the material 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 publication has been issued without format editing. CONTENTS ! Page ! CHAPTER 1 INTRODUCTION """""""""""""""##""""###"##!!!!$! ! CHAPTER 2 SCALE AND SEVERITY OF RAILWAY LEVEL CROSSING ACCIDENT PROBLEM IN SELECTED COUNTRIES OF THE REGION"""""""""""""""""""""""##""#!!!!%! ! &#$! '()(*+,!""""""""""""""""""""""####!!!!%! ! &#&! -(.(,!/*0112)3!4+5(67!2)!8)92+!""""""""""""#####!!!!%! &#&#$! 4:;;+*7!"""""""""""""""""###"#!!!!!%! &#&#&! -(.(,!<*0112)3!1+5(67!*(<0*9!"""""""""###"#!!!!=! &#&#%! -(.(,!<*0112)3!<>+*+<6(*2162<1!+)9!(55(<62.()(11!""##!!!!?! -
Manual of Uniform Traffic Control Devices Part 7 Railway Crossings
Queensland Manual of Uniform Traffic Control Devices Part 7: Railway crossings March 2019 Copyright © The State of Queensland (Department of Transport and Main Roads) 2019. Licence This work is licensed by the State of Queensland (Department of Transport and Main Roads) under a Creative Commons Attribution (CC BY) 4.0 International licence. CC BY licence summary statement In essence, you are free to copy, communicate and adapt this work, as long as you attribute the work to the State of Queensland (Department of Transport and Main Roads). To view a copy of this licence, visit: https://creativecommons.org/licenses/by/4.0/ Translating and interpreting assistance The Queensland Government is committed to providing accessible services to Queenslanders from all cultural and linguistic backgrounds. If you have difficulty understanding this publication and need a translator, please call the Translating and Interpreting Service (TIS National) on 13 14 50 and ask them to telephone the Queensland Department of Transport and Main Roads on 13 74 68. Disclaimer While every care has been taken in preparing this publication, the State of Queensland accepts no responsibility for decisions or actions taken as a result of any data, information, statement or advice, expressed or implied, contained within. To the best of our knowledge, the content was correct at the time of publishing. Feedback Please send your feedback regarding this document to: [email protected] Manual of Uniform Traffic Control Devices, Transport and Main Roads, March 2019 About this document The use of signs, markings and other devices at railway level crossings, based on uniform standards and practices, is essential in the interests of safety for both rail traffic and road users. -
BICYCLE STORAGE AREAS and ADVANCED BICYCLE STOP LINES
Technical direction For traffic and transport practitioners POLICY – GUIDELINES - ADVICE PUBLISHED JULY 2009 TDT 2009/ Supersedes NIL 06 BICYCLE STORAGE AREAS and ADVANCED BICYCLE STOP LINES INTRODUCTION On 1 July 2008, new road rules came into force in NSW. The Road Rules 2008 included rules for Bicycle Storage Areas and Bicycle Hook Turn Storage Areas at signalised intersections. Advanced Bicycle Stop Lines were already covered by the road rules, though this term is not, given that they are simply another type of stop line. There are many different terminologies used when referring to bicycle storage areas and their associated components and/or variations. The terms commonly used are head start storage areas, bicycle reservoirs, bicycle storage areas, bicycle storage boxes or bike boxes. In NSW we will use the terms Expanded Bicycle Storage Areas, Bicycle Hook Turn Storage Areas and Advanced Bicycle Stop Lines. The general terms, bicycle storage area, when used in this Technical Direction, refers to both Expanded Bicycle Storage Areas and Bicycle Hook Turn Storage Areas. This technical direction covers the use of Expanded Bicycle Storage Areas, Bicycle Hook Turn Storage Areas and Advanced Bicycle Stop Lines at signalised intersection within NSW. In general, bicycle storage areas are best suited for use on roads with high bicycle numbers and lower traffic volumes (e.g. local roads and some regional roads) while Advanced Bicycle Stop Lines are more suited to roads with both high numbers of bicycles and vehicles (e.g. major roads). For: Director, Major Infrastructure; Director, Regional Operations & Engineering Services; Director, Business Coordination, Road Safety & Policy; Traffic Management, Road Safety and Road Design personnel; Councils For further enquiries Email [email protected] www.rta.nsw.gov.au RTA/Pub.