November 2011 Bulletin.Pub
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
April 2011 Bulletin.Pub
TheNEW YORK DIVISION BULLETIN - APRIL, 2011 Bulletin New York Division, Electric Railroaders’ Association Vol. 54, No. 4 April, 2011 The Bulletin IRT ADOPTED LABOR-SAVING DEVICES Published by the New 90 YEARS AGO York Division, Electric Railroaders’ Association, In the January, 2011 issue, we explained required about 1,000 turnstiles. Incorporated, PO Box 3001, New York, New how IRT avoided bankruptcy by reducing In 1921, IRT and BRT were experimenting York 10008-3001. dividends and payments to subsidiaries. In with various types of door control by which this issue, we will explain how the company one Guard could operate and close several perfected labor-saving devices. doors in a train simultaneously. This type of For general inquiries, About 1920, the Transit Commission was electrical door control has allowed the use of contact us at nydiv@ erausa.org or by phone investigating the advantages of installing automatic devices to prevent doors from at (212) 986-4482 (voice turnstiles in IRT’s subway stations. This in- closing and injuring passengers who would mail available). The stallation could reduce operating expenses have been injured by hand-operated doors. Division’s website is and improve efficiency of operation. Since The experiments established additional www.erausa.org/ the subway was opened in 1904, the com- safety. Movement of the train was prevented nydiv.html. pany used tickets at each station and can- until all doors were closed. These experi- Editorial Staff: celled these tickets by having passengers ments in multiple door control, which were Editor-in-Chief: place them in a manually operated chopping continuing, resulted in refinements and im- Bernard Linder box. -
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........................................................................................ -
August 2015 ERA Bulletin.Pub
The ERA BULLETIN - AUGUST, 2015 Bulletin Electric Railroaders’ Association, Incorporated Vol. 58, No. 8 August, 2015 The Bulletin TWO ANNIVERSARIES — Published by the Electric SEA BEACH AND STEINWAY TUNNEL Railroaders’ Association, Incorporated, PO Box The first Brooklyn Rapid Transit (BRT) was incorporated on August 29, 1896. 3323, New York, New steel cars started operating in revenue ser- BRT acquired the company’s stock on or York 10163-3323. N about November 5, 1897. The line was elec- vice on the Sea Beach Line (now ) and the new Fourth Avenue Subway one hundred trified with overhead trolley wire at an un- For general inquiries, years ago, June 22, 1915. Revenue opera- known date. contact us at bulletin@ tion began at noon with trains departing from A March 1, 1907 agreement allowed the erausa.org . ERA’s Chambers Street and Coney Island at the company to operate through service from the website is th www.erausa.org . same time. Two– and three-car trains were Coney Island terminal to 38 Street and New routed via Fourth Avenue local tracks and Utrecht Avenue. Starting 1908 or earlier, nd Editorial Staff: southerly Manhattan Bridge tracks. trains operate via the Sea Beach Line to 62 Editor-in-Chief : On March 31, 1915, Interborough Rapid Street and New Utrecht Avenue, the West Bernard Linder End (now D) Line, and the Fifth Avenue “L.” Tri-State News and Transit, Brooklyn Rapid Transit, and Public Commuter Rail Editor : Service Commission officials attended BRT’s Sea Beach cars were coupled to West End Ronald Yee exhibit of the new B-Type cars, nicknamed or Culver cars. -
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 -
Detailed Report. New Construction Work Paid for out of Corporate Stock
PART 11. DETAILED REPORT. NEW CONSTRUCTION WORK PAID FOR OUT OF CORPORATE STOCK. Shore Road. The contract for the completion of the sea wall along the Shore Road, between Latting Place and Bay Ridge Avenue, and between 92d Street and Fort Hamilton Avenue, which was begun in 1914, was practically completed during 1915. The work consisted of constructing 6,624 linear feet of granite ashlar and concrete sea wall, furnishing and placing 46,000 tons of rip-rap and 350,000 cubic yards of earth fill. The contract for the furnishing and deposit- ing of 250,000 cubic yards of earth fill along the Shore Road, between 94th Street and Fort Hamilton Avenue, was begun during June, 1915. The work of filling in has been more than 50 per cent. completed this year. Dreamland Park. The contract for the construction of seven timber groynes along the beach front of Dreamland Park was completed during May, 1915. The cost of the work was $11,688.60. The purpose has been to stop the washing away of the beach. Records show that since 1874 more than 30 acres of public beach at Coney Island has been lost in this way. At one point, near the foot of the Ocean Boulevard, the Shore line has receded 1,100 feet. Since these groynes have been completed they have protected the beach from erosion and have also reclaimed considerable beach lands. In the spring they will be built up further and more land reclaimed. The contract for the removal of the old timber steamboat pier in front of Dreamland Park was begun during May, 1915. -
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. -
Network Safeworking Rules and Procedures
Network Safeworking Rules and Procedures Clipping Points Procedure Number: 9000 Version 1.0, 31 March 2016 Clipping Points Procedure Number: 9000 Document Control Identification Document title Number Version Date 9000 – Clipping Points 1.0 31 March 2016 Document History Reasons for and Publication version Effective date Page(s) affected extent of change(s) 9000 – Clipping Points 4 May 2016 Authorisation Adam Sidebottom Rail Safety Manager Brookfield Rail 31 March 2016 DISTRIBUTION AND CHANGE: Brookfield Rail maintains the master for this document and publishes the current version of the Brookfield Rail website. Any changes to the content of this publication require the version number to be updated. Changes to this publication must be approved according to the procedure for developing Brookfield Rail products. To view the latest version of this document visit www.brookfieldrail.com 9000 Clipping points, Version 1.0, 31 March 2016 UNCONTROLLED WHEN PRINTED Table of Contents Glossary for this Procedure ....................................................................................... 4 Purpose ......................................................................................................... 5 General .......................................................................................................... 5 Fitting a Points Clip ........................................................................................... 6 3.1. Competent Worker ................................................................................................... -
The City of New York Office of the Mayor New York, Ny 10007
THE CITY OF NEW YORK OFFICE OF THE MAYOR NEW YORK, NY 10007 THE US HOUSE OF REPRESENTATIVES COMMITTEE ON SPACE, SCIENCE, & TECHNOLOGY SUBCOMMITTEE ON INVESTIGATIONS AND OVERSIGHT Testimony of Susanne DesRoches, Deputy Director for Infrastructure and Energy, New York City Mayor’s Office of Resiliency. Tuesday, May 21, 2019 I. INTRODUCTION Good morning. My name is Susanne DesRoches and I am the Deputy Director for Infrastructure and Energy for the New York City Mayor’s Office of Resiliency. On behalf of the Mayor and the City of New York, I would like to thank Chair Sherrill and Ranking Member Norman for the opportunity to speak today about the City’s challenges, accomplishments, and opportunities to build a more resilient transportation network that will benefit New Yorkers and the nation’s economy as a whole. Nearly seven years ago, Hurricane Sandy hit New York City with unprecedented force, tragically killing 44 New Yorkers,1 and causing over $19 billion in damages and lost economic activity. Neighborhoods were devastated: 88,700 buildings were flooded; 23,400 businesses were impacted; and our region’s infrastructure was seriously disrupted.2 Over 2,000,000 residents were without power for weeks and fuel shortages persisted for over a month.3 Cross river subway and rail tunnels vital to the movement of people and goods were closed for days. Our airports were closed to passenger and freight traffic, and our ports sustained substantial damage to physical infrastructure as well as goods stored at their facilities. In short, Sandy highlighted New York City’s vulnerability to climate change and rising seas and underscores the urgency of the actions we’ve taken since then to build a stronger, more resilient city. -
Optimisation of Railway Switches and Crossings
View metadata, citation and broughtsimilarCORE topapers you by at core.ac.uk provided by Chalmers Publication Library THESIS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY In SOLID AND STRUCTURAL MECHANICS Optimisation of Railway Switches and Crossings BJÖRN A. PÅLSSON Department of Applied Mechanics CHALMERS UNIVERSITY OF TECHNOLOGY Göteborg, Sweden 2014 Optimisation of Railway Switches and Crossings BJÖRN A. PÅLSSON ISBN 978-91-7385-978-3 © BJÖRN A. PÅLSSON, 2014 Doktorsavhandlingar vid Chalmers Tekniska Högskola Ny serie nr 3659 ISSN 0346-718X Department of Applied Mechanics Chalmers University of Technology SE-412 96 Göteborg Sweden +46 (0)31-772 1000 Cover: Railway crossing Chalmers Reproservice Göteborg, Sweden 2014 Optimisation of Railway Switches and Crossings BJÖRN A. PÅLSSON Department of Applied Mechanics Chalmers University of Technology, SE-412 96, Göteborg, Sweden E-mail: [email protected] Abstract Methods for simulation-based optimisation of the design of railway turnouts (switches & crossings, S&C) are developed and demonstrated. Building on knowledge of dynamic wheel–rail interaction in turnouts, it is investigated how rail profile degradation can be reduced by the optimisation of geometry and component stiffness of the track superstructure. It is assumed that reduced rail profile degradation will reduce the Life Cycle Cost (LCC) of turnouts. In order to obtain robust optimised designs that perform well in situ, the influence of spread in traffic parameters, such as wheel profile and wheel–rail friction coefficient, is accounted for in the optimisations. For this purpose, studies of the correlation between wheel profile characteristics and damage in S&C are performed to allow for an efficient parameter sampling using the Latin Hypercube Sampling method. -
Queens East River & North Shore Greenway Master Plan
Queens East River & North Shore Greenway Master Plan NYC Department of City Planning • 2006 Queens East River & North Shore Greenway Master Plan Queens East River and North Shore Greenway Master Plan New York City Department of City Planning New York City Department of Parks & Recreation 2006 2006 • NYC Department of Parks & Recreation Queens East River & North Shore Greenway Master Plan Project PIN X500.97 The preparation of this report was fi nanced in part through funds from the U.S.Department of Transportation, Federal Highway Administration. This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The contents of this report refl ect the views of the author, who is responsible for the facts and accuracy of the data presented within. The contents do not necessarily refl ect the offi cial views or policies of the Federal Highway Administration. This report does not constitute a standard, specifi cation, or regulation. NYC Department of City Planning • 2006 Queens East River & North Shore Greenway Master Plan Table of Contents Introduction ............................................................................................................................................................................................................1 Project Description ................................................................................................................................................................................................ 1 Study Area -
MTA 2008 Adopted Budget
III. Major Assumptions 2007-2011 Projections Utilization (Revenue, Ridership, Vehicle Traffic) UTILIZATION Agency Technical Adjustments to Utilization The February Financial Plan utilization levels reflect technical adjustments to the baseline projections that were presented in the November 2007 Financial Plan. These adjustments reflect impacts from the fare and toll increases that were approved by the MTA Board in December 2007, as well as from certain utilization-impacting policy actions and initiatives financed through the Service Enhancement Fund that were also approved by the MTA Board in December1. 2007 Ridership, Traffic and Revenue The 2007 Final Estimate for MTA consolidated ridership is projected to total 2,605 million passengers, while Bridges and Tunnels (B&T) facilities are projected to handle 304 million vehicular crossings. MTA consolidated farebox revenue for the 2007 Final Estimate is estimated to be $3,928 million and toll revenue is estimated to be $1,249 million. These projections of consolidated ridership, vehicular traffic, and fare and toll revenue – based on actual results through September 2007 for MTABC and B&T, and through August 2007 for NYCT, LIRR, MNR, SIR and LIB – are unchanged from the 2007 November Forecast projection. 2008 Ridership, Traffic and Revenue Before factoring in the technical adjustment impacts from the approved 2008 fare and toll increases, as well as those from the service enhancements, the 2008 “baseline” forecasts for ridership, vehicular traffic, and fare and toll revenue remain unchanged from the November Financial Plan’s 2008 Final Proposed Budget. This “baseline” forecast for 2008 MTA consolidated ridership is projected to total 2,648 million passengers, an increase of 44 million trips – a 2% increase – over the 2007 Final Estimate for MTA consolidated ridership. -
Report by the Chief Engineer Submitting For
RANS IT CON STRUCTI ON COMMI SSI O N ER A Report e by th Chief Engineer submitting fer ' Ceihpr ehensive Rapid Tr ansitPlan Cever ing all Bor oughsof the City of New Yor k Ti anlsil Coizstmaion C om mission er of August O ""I CE O"T RLANS IT CONST RUCTI ON COMMI SS I ONER oh n H: DW DAN " RNE R " , IEL “ TU . Chie f E n inz er I N T R O D U CT I O N For p rope r muni cipal growth and development wel l - cons i dered City pl ann ing i s N absolutely essent ial . o sati s factory C i ty pl an can be dev ised w ithout giving proper study to t rans it requi rement s and facil i ti es . I n f act , w i thout p roper and adequa te trans i t ser v ice no rmal mun ic ipal growth i s certain to be retarded an d abnormal and con gested cond it ions develop in certain metropol i tan dist r icts and strangulation o f grow th resul ts i n neglected areas . The T ran si t Construct ion Com m iss ioner , real iz ing the necess i ty o f an orderly development o f rapi d trans i t l ines i n al l sect ion s o f the C i ty , author ized Ch ie f Engineer t Dan iel L . Turner o study an d formul ate a pl an representing h is concept ion o f the 29th problem and its sol ution .