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Annual Report of the Board of Regents of the Smithsonian Institution
THE DEVELOPMENT OF THE AMERICAN RAIL AND TRACK, AS ILLUS- TRATED BY THE COLLECTION IN THE U. S, NATIONAL MUSEUM. By J. Elfreth Watkins, Curator of the Department of Transportation and Engineering. In the brief report upon the section of steam transportation for the year 1887, a statement was made to the effect that considerable in- formation had been secured which it was hoped to use "in preparing- a series of models to illustrate the beginnings and development of the English and American systems of track. "While illustrated histories of the steamboat and locomotive are numerous, I am not aware that any systematic attempt has been made to preserve the history of the development of the systems of permanent way which, after many years of experiment, are now being reduced to a series of standards depending on the traffic." (Report of U. S. National Museum, 1887, p. 79.) These expectations were realized to a sufficient extent to warrant the preparation of the series of original rail sections, models, and drawings to illustrate the origin and development of American perma- nent way for the Exposition at Cincinnati in 1888. The interest manifested in that collection led me to present a paper entitled "The Development of the American Rail and Track" at the annual convention of the American Society of Civil Engineers, at Sea Bright, New Jersey, June 21, 1889. This will appear in the transac- tions of that society during the coming year.* At the conclusion of that paper I took occasion to state that in its preparation " I preferred to confine myself to a description of such rails as are represented by original sections, models, or drawings in the section of transportation and engineering in the U. -
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. -
the Swindon and Cricklade Railway
The Swindon and Cricklade Railway Construction of the Permanent Way Document No: S&CR S PW001 Issue 2 Format: Microsoft Office 2010 August 2016 SCR S PW001 Issue 2 Copy 001 Page 1 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS 1 Document Status Record Status Date Issue Prepared by Reviewed by Document owner Issue 17 June 2010 1 D.J.Randall D.Herbert Joint PW Manager Issue 01 Aug 2016 2 D.J.Randall D.Herbert / D Grigsby / S Hudson PW Manager 2 Document Distribution List Position Organisation Copy Issued To: Copy No. (yes/no) P-Way Manager S&CR Yes 1 Deputy PW Manager S&CR Yes 2 Chairman S&CR (Trust) Yes 3 H&S Manager S&CR Yes 4 Office Files S&CR Yes 5 3 Change History Version Change Details 1 to 2 Updates throughout since last release SCR S PW001 Issue 2 Copy 001 Page 2 of 33 Registered charity No: 1067447 Registered in England: Company No. 3479479 Registered office: Blunsdon Station Registered Office: 29, Bath Road, Swindon SN1 4AS Table of Contents 1 Document Status Record ....................................................................................................................................... 2 2 Document Distribution List ................................................................................................................................... 2 3 Change History ..................................................................................................................................................... -
Safety Distances on Platforms Danger Zone
Bundesamt für Verkehr BAV Office fédéral des transports OFT Ufficio federale dei trasporti UFT Federal Office of Transport FOT Safety Distances on Platforms Danger Zone – Safety Zone Research Report 2011 Publication details Published by Federal Office of Transport (FOT) CH-3003 Bern Project coordination Federal Office of Transport (FOT) Safety department Nicolas Keusen Text Federal Office of Transport (FOT), Bern Swiss Federal Railways (SBB), Bern Figures Federal Office of Transport (FOT), Bern Daamen, W., Delft, Netherlands (photographs in Figure 8) [8] VSS, Zurich (Figure 9) [5] Citations Federal Office of Transport (FOT), 2011, Research Report - Safety Distances on Platforms, Bern Available from Free of charge from the internet: www.bav.admin.ch French edition: Distances sur les quais – Rapport de recherche Title photo Warning notice for rail passengers 'Safety Distances on Platforms' Research Report Contents III CONTENTS ABBREVIATIONS AND DESIGNATIONS 5 1. SUMMARY 6 1.1 Danger zone 6 1.2 Safety zone 6 2. INTRODUCTION 7 2.1 Background to this report 7 2.2 Layout of the report 7 3. TERMINOLOGY 8 DANGER ZONE 9 4. INTRODUCTION 10 4.1 Subject matter 10 4.2 Purpose 10 4.3 Scope of the study and area to which it applies 10 5. REFERENCE DOCUMENTS 11 6. PROCEDURE AND METHODOLOGY 12 7. DETERMINING PERMISSIBLE AND IMPERMISSIBLE RISKS 13 8. DETERMINING THE STUDY PARAMETERS 14 9. STUDY AND DISCUSSION OF PARAMETERS AND CONSEQUENCES 15 9.1 Clearance profile 15 9.2 Contact 15 9.3 Aerodynamics 17 9.3.1 Theoretical and experimental documents 18 9.3.2 Danger threshold 19 9.3.3 Analysis of the results 20 9.3.4 A comparison between the two studies 21 9.4 Effect of surprise 22 9.4.1 Cause 22 9.4.2 Reaction 22 9.4.3 Conclusion 22 9.5 Noise level 22 9.5.1 Beneficial effect 23 9.5.2 Unfavourable effect 23 9.6 Dust 23 9.7 Behaviour of people on the platform 23 9.8 Local circumstances 24 'Safety Distances on Platforms' Research Report IV Contents 10. -
Alberta-To-Alaska-Railway-Pre-Feasibility-Study
Alberta to Alaska Railway Pre-Feasibility Study 2015 Table of Content Executive Summary ...................................................................................................... i Infrastructure and Operating Requirements................................................................ ii Environmental Considerations and Permitting Requirements .................................... ii Capital and Operating Cost Estimates ......................................................................... iii Business Case .............................................................................................................. iii Mineral Transportation Potential ................................................................................ iii First Nations/Tribes and Other Contacts ..................................................................... iv Conclusions .................................................................................................................. iv 1 | Introduction ........................................................................................................ 1 This Assignment............................................................................................................ 1 This Report ................................................................................................................... 2 2 | Infrastructure and Operating Requirements ........................................................ 3 Route Alignment .......................................................................................................... -
Solent Connectivity May 2020
Solent Connectivity May 2020 Continuous Modular Strategic Planning Page | 1 Page | 2 Table of Contents 1.0 Executive Summary .......................................................................................................................................... 6 2.0 The Solent CMSP Study ................................................................................................................................... 10 2.1 Scope and Geography....................................................................................................................... 10 2.2 Fit with wider rail industry strategy ................................................................................................. 11 2.3 Governance and process .................................................................................................................. 12 3.0 Context and Strategic Questions ............................................................................................................ 15 3.1 Strategic Questions .......................................................................................................................... 15 3.2 Economic context ............................................................................................................................. 16 3.3 Travel patterns and changes over time ............................................................................................ 18 3.4 Dual-city region aspirations and city to city connectivity ................................................................ -
World Heritage Site – Kalka Shimla Railway an Introduction
WORLD HERITAGE SITE – KALKA SHIMLA RAILWAY AN INTRODUCTION Ambala Division is the proud custodian of “WORLD HERITAGE SITE-KALKA SHIMLA RAILWAY”. The heritage status to KSR was awarded on 7th July, 2008 by UNESCO. Shimla (then spelt Simla) was settled by the British shortly after the first Anglo- Gurkha war and is located at 7,116 feet(2,169m) in the foothills of the Himalaya. By the 1830s, Shimla had already developed as a major base for the British. It became the summer capital of British India in 1864, and also the Headquarters of the British army in India. The Kalka- Shimla Railway was built to connect Shimla, the summer capital of India during the British Raj, with the Indian rail system. “The Guinness Book of Rail facts & feats” records Kalka Shimla Railways as the greatest narrow gauge engineering in India. It is indeed true, construction of 103 tunnels (102 Existing) aggregating five miles and over 800 bridge in three years, that too in rough and hostile terrain was not an easy task. The Historic, approximate 111 years old KLK-SML Railway line which was opened for public traffic on 9th Nov.1903, became UNESCO Declared world Heritage Railway line, when it was conferred Heritage status on 10th July 2008 & listed under “Mountain Railways of India”. The idea of a Railway line to Shimla dates back to the introduction of Railways in India. It is said that in The DELHI GAZETTE, a correspondent in November, 1847 sketched the route of railway to Shimla with the estimates of the traffic returns etc in appropriate style. -
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. -
Component Parts of a Permanent Way
RAILWAY ENGINEERING Dept. of Civil Engineering - KLU COMPONENT PARTS OF A PERMANENT WAY Following are the components of a permanent way. (i) Subgrade (ii) Ballast (iii) Sleepers (iv) Rails (v) Fixture and Fastening In a permanent way, rails are joined either by welding or by using fish plates and are fixed with sleepers by using different types of fastenings. Sleepers are properly placed and packed with ballast. Ballast is placed on the prepared subgrade called formation. REQUIREMENTS OF AN IDEAL PERMANENT WAY Following are the basic requirements of a permanent way: (i) The guage should be uniform and correct. (ii) Both the rails should be at the same level in a straight track. (iii) On curves proper superelevation should be provided to the outer rail. (iv) The permanent way should be properly designed so that the load of the train is uniformly distributed over the two rails. (v) The track should have enough lateral strength. (vi) The radii and superelevation, provided on curves, should be properly designed. (vii) The track must have certain amount of elasticity. (viii) All joints, points and crossings should be properly designed. (ix) Drainage system of permanent way should be perfect. (x) All the components of permanent way should satisfy the design requirements. (xi) It should have adequate provision for easy renewals and repairs. B.G.Rahul RAILWAY ENGINEERING Dept. of Civil Engineering - KLU TYPES OF RAILS The rails used in the construction of railway track are of following types: 1. Double headed rails(D.H. Rails) 2. Bull headed rails(B.H.Rails) 3. Flat footed rails(F.F.Rails) DOUBLE HEADED RAILS The rail sections, whose foot and head are of same dimensions, are called Double headed or Dumb-bell rails. -
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. -
May 2015 1 Reason #33 DESTINATION for a LIFETIME Main-Level Living at Its Best
RIDE Magazine | May 2015 1 Reason #33 DESTINATION for a LIFETIME Main-level living at its best. There’s a lot to love about our well-appointed Tidewater homes—now welcoming families to Potomac Shores. Choose from fi ve new neighborhoods by two national builders. Traditional and main-level living with indoor/outdoor fl oorplans. Over a dozen home designs with two to seven bedrooms. And golf or forest views. It’s resort-style living only 30 miles from DC. Where every home comes with an exquisite community. VRE Station on track. Award-winning homes from the mid $400s CALL OR VISIT THE GREETING HOUSE: 855-808-6051 2175 Potomac River Blvd., Potomac Shores, VA 22026 PotomacShores.com GPS address: Harbor Station Parkway, Dumfries, VA 22026 Features and products vary by community. Price, offers, fi nancing and availability are subject to change without notice. RIDE Magazine | May 2015 1 CONTENTS RIDE MAGAZINE | MAY 2015 FROM THE CEO 02 | FRENCH TALL SHIP L’HERMIONE TO MEET VRE MANAGEMENT VISIT ALEXANDRIA very spring, VRE launches our 03 | VRE PARTICIPATES IN NTSB AND Meet the Management events AMTRAK SAFETY AND SECURITY at our five busiest destination EVENTS E stations. Meet the Management enables me and our VRE team the DOUG ALLEN 04 | JOIN VRE FOR MEET THE MANAGEMENT opportunity to personally meet you, Chief Executive Officer our passengers, and listen to your suggestions and ideas to improve VRE. 05 | IMPROVING RAIL SERVICE FROM In April, we hosted our first Meet the Management event at Washington’s WASHINGTON TO RICHMOND Union Station. We will be at the following stations for evening trains in the upcoming weeks: 06 | THE VIRGINIA ASSOCIATION OF RAILWAY PATRONS WORKS FOR YOU Wednesday, May 13 - L’Enfant Wednesday, May 20 - Crystal City 07 | SPOTLIGHT ON KEOLIS MEET RANDY ANDES Wednesday, May 27 - Alexandria Wednesday, June 3 - Franconia/Springfield We will be serving refreshments, giving away promotional items and hosting hands-on demos showcasing VRE Mobile, our new mobile ticketing Get Noticed with app, launching later this month. -
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