Safety Distances on Platforms Danger Zone
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INDIAN RAILWAYS SCHEDULE of DIMENSIONS 1676Mm Gauge (BG)
INDIAN RAILWAYS SCHEDULE OF DIMENSIONS 1676mm Gauge (BG) REVISED, 2004 SCHEDULE OF DIMENSIONS-1676mm, GAUGE SHEDULE OF DIMENSIONS-1676MM GAUGE Schedule of Dimensions for Indian Railways, 1676mm Gauge Dear Sir/Dear Sirs, With their circular letter No. 735-W. of 1922, the Railway Board issued a Schedule of Maximum, Minimum and Recommended Dimensions to be observed on all 1676mm gauge Railways in India. In that Schedule, certain dimensions of the previous schedule of the year 1913 were modified with the object of permitting the use of enlarged rolling stock. 2. The Schedule of Dimensions of 1922 contained two distinct sections, namely, a schedule of "Maximum and Minimum Dimensions" which was considered to enable the proposed larger vehicles to run with about the same degree of safety as that which was previously obtained on the older Railways with existing stock, and a schedule of "Recommended Dimensions" intended to provide approximately the same clearances from fixed structures for the future larger vehicles as the 1913 schedule gave for existing vehicles. 3. In their circular letter No. 232-Tech.dated the 8th February, 1926, the Railway Board gave instructions that the Recommended Dimensions given in the 1922 Schedule were to be observed on important Railways in all new works and alterations to existing works. These orders were modified in letter No. 232-Tech. of the 26th April, 1926, which allowed a relaxation in the case of certain recommended dimensions, the adoption of which would involve heavy expenditure in remodeling works. 4. In 1929, it was found desirable further to amend the Schedule of 1922 in order to introduce certain improve- ments in the light of experience gained since it was issued, and to provide the clearances required by electric traction equipment on lines which were likely to be electrified in the future. -
Accessibility in Rail Facilities
9/7/2017 Accessibility in Rail Facilities Kenneth Shiotani Senior Staff Attorney National Disability Rights Network 820 First Street Suite 740 Washington, DC 20002 (202) 408-9514 x 126 [email protected] September 2017 1 ADA Transportation Provisions Making Transportation Accessible was a major focus of the statutory provisions of the ADA PART B - Actions Applicable to Public Transportation Provided by Public Entities Considered Discriminatory [Subtitle B] SUBPART I - Public Transportation Other Than by Aircraft or Certain Rail Operations [Part I] 42 U.S.C. § 12141 – 12150 Definitions – fixed route and demand responsive, requirements for new, used and remanufactured vehicles, complementary paratransit, requirements in new facilities and alterations of existing facilities and key stations SUBPART II - Public Transportation by Intercity and Commuter Rail [Part II] 42 U.S.C. § 12161- 12165 Detailed requirements for new, used and remanufactured rail cars for commuter and intercity service and requirements for new and altered stations and key stations 2 1 9/7/2017 What Do the DOT ADA Regulations Require? Accessible railcars • Means for wheelchair users to board • Clear path for wheelchair user in railcar • Wheelchair space • Handrails and stanchions that do create barriers for wheelchair users • Public address systems • Between-Car Barriers • Accessible restrooms if restrooms are provided for passengers in commuter cars • Additional mode-specific requirements for thresholds, steps, floor surfaces and lighting 3 What are the different ‘modes’ of passenger rail under the ADA? • Rapid Rail (defined as “Subway-type,” full length, high level boarding) 49 C.F.R. Part 38 Subpart C - NYCTA, Boston T, Chicago “L,” D.C. -
DOT/FRA/ORD-09/07 April 2009
DRAFT DOT/FRA/ORD-09/07 April 2009 Form Approved REPORT DOCUMENTATION PAGE 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. 1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED April 2009 Final Report April 2009 4. TITLE AND SUBTITLE 5. FUNDING NUMBERS The Aerodynamic Effects of Passing Trains to Surrounding Objects and People BB049/RR93 6. AUTHOR(S) Harvey Shui-Hong Lee 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION REPORT NUMBER U.S. Department of Transportation Research and Special Programs Administration DOT-VNTSC-FRA-04-05 John A. Volpe National Transportation Systems Center Cambridge, MA 02142-1093 9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSORING/MONITORING AGENCY REPORT NUMBER U.S. Department of Transportation Federal Railroad Administration DOT/FRA/ORD/09-07 Office of Research and Development 1200 New Jersey Ave., SE Washington, D.C. 20590 11. SUPPLEMENTARY NOTES 12a. DISTRIBUTION/AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE This document is available to the public through the National Technical Information Service, Springfield, Virginia 22161. -
Amtrak Station Program and Planning Guidelines 1
Amtrak Station Program and Planning Guidelines 1. Overview 5 6. Site 55 1.1 Background 5 6.1 Introduction 55 1.2 Introduction 5 6.2 Multi-modal Planning 56 1.3 Contents of the Guidelines 6 6.3 Context 57 1.4 Philosophy, Goals and Objectives 7 6.4 Station/Platform Confi gurations 61 1.5 Governing Principles 8 6.5 Track and Platform Planning 65 6.6 Vehicular Circulation 66 6.7 Bicycle Parking 66 2. Process 11 6.8 Parking 67 2.1 Introduction 11 6.9 Amtrak Functional Requirements 68 2.2 Stakeholder Coordination 12 6.10 Information Systems and Way Finding 69 2.3 Concept Development 13 6.11 Safety and Security 70 2.4 Funding 14 6.12 Sustainable Design 71 2.5 Real Estate Transactional Documents 14 6.13 Universal Design 72 2.6 Basis of Design 15 2.7 Construction Documents 16 2.8 Project Delivery methods 17 7. Station 73 2.9 Commissioning 18 7.1 Introduction 73 2.10 Station Opening 18 7.2 Architectural Overview 74 7.3 Information Systems and Way Finding 75 7.4 Passenger Information Display System (PIDS) 77 3. Amtrak System 19 7.5 Safety and Security 78 3.1 Introduction 19 7.6 Sustainable Design 79 3.2 Service Types 20 7.7 Accessibility 80 3.3 Equipment 23 3.4 Operations 26 8. Platform 81 8.1 Introduction 81 4. Station Categories 27 8.2 Platform Types 83 4.1 Introduction 27 8.3 Platform-Track Relationships 84 4.2 Summary of Characteristics 28 8.4 Connection to the station 85 4.3 Location and Geography 29 8.5 Platform Length 87 4.4 Category 1 Large stations 30 8.6 Platform Width 88 4.5 Category 2 Medium Stations 31 8.7 Platform Height 89 4.6 Category 3 Caretaker Stations 32 8.8 Additional Dimensions and Clearances 90 4.7 Category 4 Shelter Stations 33 8.9 Safety and Security 91 4.8 Thruway Bus Service 34 8.10 Accessibility 92 8.11 Snow Melting Systems 93 5. -
General Guidelines for the Design of Light Rail Transit Facilities in Edmonton
General Guidelines for the Design of Light Rail Transit Facilities in Edmonton Robert R. Clark Retired ETS Supervisor of Special Projects 1984 2 General Guidelines for the Design of Light Rail Transit Facilities in Edmonton This report originally published in 1984 Author: Robert R. Clark, Retired ETS Supervisor of Special Projects Reformatting of this work completed in 2009 OCR and some images reproduced by Ashton Wong Scans completed by G. W. Wong In memory of my mentors: D.L.Macdonald, L.A.(Llew)Lawrence, R.A.(Herb)Mattews, Dudley B. Menzies, and Gerry Wright who made Edmonton Transit a leader in L.R.T. Table of Contents 3 Table of Contents 1.0 Introduction ............................................................................................................................................ 6 2.0 The Role Of Light Rail Transit In Edmonton's Transportation System ................................................. 6 2.1 Definition and Description of L.R.T. .................................................................................................... 6 2.2 Integrating L.R.T. into the Transportation System .............................................................................. 7 2.3 Segregation of Guideway .................................................................................................................... 9 2.4 Intrusion and Accessibility ................................................................................................................ 10 2.5 Segregation from Users (Safety) ...................................................................................................... -
Intercity Passenger Rail
Chapter 6: Intercity Passenger Rail Table of Contents Introduction .............................................................................................................................................. 3 Overview of Existing Intercity Passenger Rail in Wisconsin ...................................................................... 4 History of intercity passenger rail in Wisconsin .................................................................................... 4 Amtrak Hiawatha Service: Chicago-Milwaukee .................................................................................... 6 Amtrak Thruway bus routes.................................................................................................................. 9 Wisconsin passenger rail stations ....................................................................................................... 10 Roles in Planning and Implementation of Intercity Passenger Rail Service ............................................ 12 Federal role ......................................................................................................................................... 12 Regional role ....................................................................................................................................... 15 Wisconsin’s role in planning and implementing intercity passenger rail ........................................... 17 Issues Impacting Intercity Passenger Rail .............................................................................................. -
The Aerodynamic Effects of High-Speed Trains on People and Property at Stations in the Northeast Corridor RR0931R0061 6
THE AERODYNAMIC EFFECTS OF u. S. Department of Transportation HIGH-SPEED TRAINS ON PEOPLE Federal Railroad Administration AND PROPERTY AT STATIONS IN THE NORTHEAST CORRIDOR. PB2000-103859 III III[[11111[11111111111111111111 Safety of High-Speed Ground Transportation Systems REPRODUCED BY: N 'JS. u.s. Department of Commerce National Technical Information Service Springfield, Virginia 22161 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. 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. Form Approved REPORT DOCUMENTATION PAGE OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1hour per response, includi'iPe the time for reviewing instructions, searchin~ eXistin?< data sources,rnthering and maintaining the data needed and completin~ and reviewin~ the collection of information. Send comments r~arding this bur en estimate or an~ other aspect of this collec Ion of in ormation, inclu IOlb,SU8%estions for redUCin~ this bur~~~. l0 ~hirron eadquarters ilfrvices, D~~torate~g[c Information Operations an Reports, 1215 Jefferson Davis Ighway. Suite 1204, Mnglon, VA 22202-4302, and to e ice of Managemen and Bud et Pa rwo Reduction Project 0704-0188 Washin on DC 20503. 1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED November 1999 Final Report January 1998 - January 1999 4. TITLE AND SUBTITLE 5. -
LRT Design Criteria
LRT Design Criteria THIS DOCUMENT WAS THE CURRENT REVISION WHEN ISSUED IN HARD COPY, CHECK THE ELECTRONIC FILE ON THE SANDAG WEBSITE TO ASSURE YOU HAVE THE CURRENT REVISION PRIOR TO USE. THIS PAGE INTENTIONALLY LEFT BLANK LRT Design Criteria Manual Revision Record REVISION RECORD LRT DESIGN CRITERIA MANUAL REV. REV. SECTION (S) NO DATE AFFECTED COMMENTS 0 3/14/14 All Initial Issue March 2014 LRT Design Criteria Manual Table of Contents Table of Contents 1.0 SPECIAL CIVIL WORK FOR LRT .............................................................................. 1-1 1.1 Drainage .......................................................................................................... 1-1 1.1.1 Project Hydrology ................................................................................. 1-1 1.1.2 Drainage Discharge in Trackway .......................................................... 1-1 1.1.2.1 Ballasted Track ................................................................... 1-1 1.1.2.2 Grade Crossings ................................................................. 1-2 1.2 Utilities for LRT ................................................................................................ 1-2 1.2.1 Traction Power Requirements .............................................................. 1-2 1.2.2 Design Requirements for Underground Utilities ................................... 1-2 1.2.3 Risk Assessment .................................................................................. 1-2 1.3 Right-of-Way Requirements for LRT ............................................................... -
Finished Vehicle Logistics by Rail in Europe
Finished Vehicle Logistics by Rail in Europe Version 3 December 2017 This publication was prepared by Oleh Shchuryk, Research & Projects Manager, ECG – the Association of European Vehicle Logistics. Foreword The project to produce this book on ‘Finished Vehicle Logistics by Rail in Europe’ was initiated during the ECG Land Transport Working Group meeting in January 2014, Frankfurt am Main. Initially, it was suggested by the members of the group that Oleh Shchuryk prepares a short briefing paper about the current status quo of rail transport and FVLs by rail in Europe. It was to be a concise document explaining the complex nature of rail, its difficulties and challenges, main players, and their roles and responsibilities to be used by ECG’s members. However, it rapidly grew way beyond these simple objectives as you will see. The first draft of the project was presented at the following Land Transport WG meeting which took place in May 2014, Frankfurt am Main. It received further support from the group and in order to gain more knowledge on specific rail technical issues it was decided that ECG should organise site visits with rail technical experts of ECG member companies at their railway operations sites. These were held with DB Schenker Rail Automotive in Frankfurt am Main, BLG Automotive in Bremerhaven, ARS Altmann in Wolnzach, and STVA in Valenton and Paris. As a result of these collaborations, and continuous research on various rail issues, the document was extensively enlarged. The document consists of several parts, namely a historical section that covers railway development in Europe and specific EU countries; a technical section that discusses the different technical issues of the railway (gauges, electrification, controlling and signalling systems, etc.); a section on the liberalisation process in Europe; a section on the key rail players, and a section on logistics services provided by rail. -
Rolling Stock Doorways Compatibility with Platforms at Serbian Railways
Aleksandar R. Radosavljevi ć Scientific Associate Mechanical Engineering Department Rolling Stock Doorways Compatibility The Institute of Transportation CIP Belgrade with Platforms at Serbian Railways Vojkan J. Lu čanin Full Professor This paper shows some of the passenger difficulties when boarding trains. University of Belgrade Overview of platform heights is discussed in accordance with international Faculty of Mechanical Engineering railway regulation. An overview of platform heights at Serbian railway Bernhard Rüger lines and floor heights of passenger coaches, diesel units and electric Researcher multiple units for suburban and regional railway transport are shown. This Vienna University of Technology paper is focused on the differences between procurement policy, regarding Research Center for Railway Engineering, doorway compatibility with platforms, of diesel and electric multiple units Traffic Economics and Ropeways Austria for Serbian Railways and consequences of these acquisitions. ć Snežana D. Golubovi Keywords: railway, platform height, vehicle accessibility, diesel multiple Researcher units, electric multiple units. University of Belgrade Faculty of Mechanical Engineering 1. INTRODUCTION have when boarding a train in different boarding situations - different vehicles combined with different Over the years different types of rolling stock have been platforms - can be categorised as follows [2]: introduced and platforms constructed to different • Level Boarding, one stair step max.: travellers of all heights. A large number of passengers, especially ages, with or without luggage, rarely have difficulties. persons with reduced mobility (PRM) [1], have • Access with two stairs, wide doors, and stairs with problems when boarding a train. PRM are all people flat angles: travellers with luggage, regardless of age, who have difficulty when using trains or the associated rarely have difficulties when accessing the vehicle. -
Manea & Whittlesea Stations Enhancements
MANEA & WHITTLESEA STATIONS ENHANCEMENTS GRIP 3A Option Selection Report eB Ref – 154815-NRS-REP-MPM-500031 Version 5.0 Infrastructure Projects 11 July 2018 Document management Signature: Prepared by: Tim Milford Date: 11 July 2018 Job Title: Design Engineer Signature: Reviewed by: David Exeter Date: 11 July 2018 Job Title: Programme Manager Signature: Endorsed by: David Exeter Date: 11 July 2018 Job Title: Programme Manager Version Control Date Version Originator Checker Comments First issue with no cost estimation and 02/11/2017 1.0 Shiva Krishna Apostolos Pitsolis construction programme Updated issue incorporating DRN 01/12/2017 2.0 Shiva Krishna Apostolos Pitsolis comments Final Issue incorporating constructability 07/12/2017 3.0 Tim Milford Apostolos Pitsolis comments 09/04/2018 4.0 Tim Milford David Exeter Updated following VM2 workshop Updated following comments received 11/07/2018 5.0 Tim Milford David Exeter from FDC MANEA & WHITTLESEA STATION ENHANCEMENTS 11 July 2018 Network Rail Infrastructure Projects - Strictly Private and Confidential Page i GLOSSARY Acronym Definition ABCL Automatic barrier crossings, locally monitored AHBC Automatic half barrier crossings AOCL Automatic open crossings, locally monitored ARMS Asbestos Risk Management System BGL below ground level BGS British Geological Society Closed Circuit Television: often used for station security and CCTV monitoring level crossings CDM Construction and Design Management Regulations (2015) CRD Client Requirement Document CRP Community Rail Partnership CR-T Contract -
Compendium of Definitions and Acronyms for Rail Systems
APTA STANDARDS DEVELOPMENT PROGRAM APTA STD-ADMIN-GL-001-19 GUIDELINES First Published June 20, 2019 American Public Transportation Association 1300 I Street NW, 12th Floor East, Washington, DC, 20005 Compendium of Definitions and Acronyms for Rail Systems Abstract: This compendium was developed by the Technical Services & Innovation Department and published by the American Public Transportation Association (APTA) to provide a glossary of commonly used definitions and acronyms in documents such as standards, recommended practices, and guidelines, so there is consistency within the rail transportation industry. Summary: APTA, through its subsidiary the North American Transit Services Association (NATSA), develops standards, recommended practices and guidelines for the benefit of public rail transportation. These tasks are accomplished by working groups consisting of members from rail transit agencies, manufacturers, consultants, engineers and other interested groups. Through the development of these documents, working groups have created a wide array of terms and abbreviations, many with varying definitions. This compendium has been developed to standardize the usage of such definitions and acronyms as it relates to rail operations, maintenance practices, designs and specifications. This document is dynamic in nature in that, over time, additional definitions and acronyms will be included. It is APTA’s intention that the document be sufficiently expanded at some point in the future to provide common usage of terms encompassing all rail industry requirements. Scope and purpose: This compendium applies to all rail agencies that operate commuter rail, heavy rail (subway systems), light rail, streetcars, and trolleys. The usage of these definitions and acronyms are voluntary. Nevertheless, it is the desire of APTA that the rail industry apply these terms to all documents such as standards, recommended practices, standard operating practices, standard maintenance practices, rail agency policies and procedures, and agency rule books.