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Union Station Conceptual Engineering Study
Portland Union Station Multimodal Conceptual Engineering Study Submitted to Portland Bureau of Transportation by IBI Group with LTK Engineering June 2009 This study is partially funded by the US Department of Transportation, Federal Transit Administration. IBI GROUP PORtlAND UNION STATION MultIMODAL CONceptuAL ENGINeeRING StuDY IBI Group is a multi-disciplinary consulting organization offering services in four areas of practice: Urban Land, Facilities, Transportation and Systems. We provide services from offices located strategically across the United States, Canada, Europe, the Middle East and Asia. JUNE 2009 www.ibigroup.com ii Table of Contents Executive Summary .................................................................................... ES-1 Chapter 1: Introduction .....................................................................................1 Introduction 1 Study Purpose 2 Previous Planning Efforts 2 Study Participants 2 Study Methodology 4 Chapter 2: Existing Conditions .........................................................................6 History and Character 6 Uses and Layout 7 Physical Conditions 9 Neighborhood 10 Transportation Conditions 14 Street Classification 24 Chapter 3: Future Transportation Conditions .................................................25 Introduction 25 Intercity Rail Requirements 26 Freight Railroad Requirements 28 Future Track Utilization at Portland Union Station 29 Terminal Capacity Requirements 31 Penetration of Local Transit into Union Station 37 Transit on Union Station Tracks -
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. -
July–December 2003 • $10.00 / ERA Tour of Traction in the Czech
July–December 2003 • $10.00 / ERA Tour of Traction in the Czech Republic The Magazine of Electric Railways Published since 1939 by the Electric Railroaders’ Association, Inc. erausa.org/headlights Contents Staff July–December 2003 editor and art director Volume 66, Number 7–12 Edward “Sandy” Campbell, Jr. editorial committee Frank S. Miklos and Raymond R. Berger contributors cover story Jeff Erlitz, James N. J. Henwood, John Pappas and Bob Penisi (Railroad Avenue Enterprises) Traction in the Czech Republic Electric Railroaders’ The ERA spent nine days in the Czech Republic in May of this year. 28 Association, Inc. It was the most recent in a very successful series of ERA tours to former Soviet Bloc countries in eastern Europe where streetcar systems still E form the backbone of transit. John Pappas has filed this comprehensive trip report and photo essay of a fascinating visit. 2003–2004 Officers & Directors president Frank S. Miklos first vice president Charles A. Akins second vice president; corresponding secretary Raymond R. Berger third vice president; recording secretary William K. Guild director Randy Litz treasurer Michael Glikin librarian Richard C. Evans trip & convention chairman Jack May membership secretary Lewis Hitch National Headquarters Grand Central Terminal The classic loop at the “end of civilization.” A-Tower, Room 4A Modernized T3 1517, contrasting with its as-built New York City sister 1603 from a batch of T3s built between Mailing Address P.O. Box 3323 1963 and 1972, take layover at the Obrany Grand Central Station end of line 4 in Brno. New York, N.Y. 10163-3323 john pappas Subscriptions Headlights is sent free to members of the ERA. -
Design and Access Statement
NORTHFIELDS Design and Access Statement Volume 1 - Outline application Produced by: Terence O’Rourke January 2018 St George Developments Limited St George House 16 The Boulevard Imperial Wharf Fulham SW6 2UB © Terence O’Rourke Ltd 2018. All rights reserved. No part of this document may be reproduced in any form or stored in a retrieval system without the prior written consent of the copyright holder. All figures (unless otherwise stated) © Terence O’Rourke Ltd 2018. Based upon the 2017 Ordnance Survey mapping with the permission of the Ordnance Survey on behalf of Her Majesty’s Stationery Office © Crown Copyright Terence O’Rourke Ltd Licence number 100019980. NORTHFIELDS Design and Access Statement Volume 1 - Outline application Produced by: Terence O’Rourke January 2018 St George Developments Limited St George House 16 The Boulevard Imperial Wharf Fulham SW6 2UB © Terence O’Rourke Ltd 2018. All rights reserved. No part of this document may be reproduced in any form or stored in a retrieval system without the prior written consent of the copyright holder. All figures (unless otherwise stated) © Terence O’Rourke Ltd 2018. Based upon the 2017 Ordnance Survey mapping with the permission of the Ordnance Survey on behalf of Her Majesty’s Stationery Office © Crown Copyright Terence O’Rourke Ltd Licence number 100019980. 1 NORTHFIELDS THE VISION The vision for Northfields is to open and transform the site, reconnecting the local area with the Grand Union Canal and River Brent, creating and improving routes to Stonebridge Park station and providing new homes, new employment space, public open spaces and local amenities, including a community centre. -
Victorian Heritage Database Place Details - 2/10/2021 GRAND UNION TRAMWAY JUNCTION
Victorian Heritage Database place details - 2/10/2021 GRAND UNION TRAMWAY JUNCTION Location: HAWTHORN ROAD and BALACLAVA ROAD CAULFIELD NORTH, GLEN EIRA CITY Victorian Heritage Register (VHR) Number: H0227 Listing Authority: VHR Extent of Registration: NOTICE OF REGISTRATION As Executive Director for the purpose of the Heritage Act 1995, I give notice under section 46 that the Victorian Heritage Register is amended by including the Heritage Register Number H227 in the category described as a Heritage Place is now described as: Grand Union Tramway Junction, Intersection of Hawthorn and Balaclava Roads, Caulfield North, Glen Eira City Council. EXTENT: 1. The feature marked F1 on Diagram 227 held by the Executive Director. 2. All the land marked L1 on Diagram 227 held by the Executive Director. Dated 12 February 2007 RAY TONKIN Executive Director [Victoria Government Gazette G 7 15 February 2007 270] 1 Statement of Significance: The Grand Union Tramway Junction at the junction of Balaclava Road and Hawthorn Road, Caulfield is an example of a complex tram track intersection; the four-way junction allowing tramcars to turn in any direction. The main elements are the overhead wire system and tracks which are all later replacements. In the early years of the twentieth century the cable tram network of inner Melbourne, which had been built in the 1880s, was augmented by an electric tram network built by municipal tramways trusts in the various expanding suburbs. The Prahran and Malvern Tramways Trust (P & M TT) was the first municipal electric tramway in Melbourne; established by two municipal councils (through act of parliament in 1907), its tramways spread through seven municipalities between 1910 and 1920. -
Marlboro Township Tax $18.83 Per $100 Grand Union Plans Three
c o * a i *7 ®aiML a s s : , '. , Fa^viiOLH,_ u ■ This Week COVERING TOWNSHIPS o r 2500 COPIES HOLMOGl,, MADISON TWO SECTIONS MABLBQRO, MATAWAN AND 22 PAGES MATAWAN BOROUGH Utmbcr Nitlnni] Editorial Association Member 88th YEAR — 34th WEEK New Jtrscy Freu Association MATAWAN, N. J ., THURSDAY, FEBRUARY 21,19S7 Uonmoulh County P n u AuooUtloa Single Copy Ten Cents Defeated Again MAYOR CUTS RIBBON AT REMODELED BELL BEEF SUPERMARKET Marlboro Township Freehold Regional High Holmdel Tax Rate Matawan Township Board Of Education School Board of Education's Tax $18.83 Per $100 1957-5S budget, resubmitted Up To $14 Per $100 Chooses McGraw As 1957-58 President Tuesday, was' defeated - a . Local Purpose Rate second time. There- was a $3.26 Increase In Johnson Resigns Due To “Objectives," total of 1559 votes cast In Shows 59 Cent Rise the seven districts this time* Year ; Hearing Feb. 28 “Methods,” Of Majority On School Body - There w ere 2605 fa s t w hen It ‘ . .Marlboro Township’s, budget Holmdel Township will have William J. Mcarmv, a r o h . lor 1957 shows a tax rate ol was defeated originally* a tax rate ot $14 per $100 this Tbe vote In Marlboro Town* foo of Edward W. Currie in $18.83 per (100. L a st y ear the year. A budget Introduced Cheesequake School conducting tho affairs of tho ra te w as $12.62. The cost ol ship was: Current expenses, Jan. 31 provides for a publlo $563,263.18, re s, 73, no, 160; Malawnn Township Board of local governm ent Is $3.78 per hearin g F eb . -
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. -
S.B. Still Mulling Sewer Tie-In Policy "A Lot of Families Don't Have Ordinance Would | The] $2,000-$3,()00" It Would Cost Also Cover Hookups to Connect
Fall Home Sailing history Let professionals help turn your home S.B. planners OK Wawa expansion, into a showplace provided historic house goes to Dayton Village Citizens' Coalition Page 25 Page 3 Sentinel ,E 7/NUMBER 51 OCTOBER 12,2000 Serving North andcent Souths Brunswick S.B. still mulling sewer tie-in policy "A lot of families don't have Ordinance would | the] $2,000-$3,()00" it would cost also cover hookups to connect. "It would be a hard- ship to come up with that," said to new water lines Barrett, asking if (he ordinance could provide information on BY CHARLES W. KIM grunts for hardship cases. Staff Writci Several residents along Beckman Road asked for a clarifi- outh Brunswick Township cation as the township moves for- Council members will wait a ward with installing ;i sewer line S little longer before selling a on that road. policy governing water and sewer The council voted 4-1 Sept. 5 line connections. to bond lor the improvement The council discussed the poli- which will place an interceptor on cy at Tuesday night's work ses- the road, giving residents the abil- sion, after members of the public ity to tie into the system. questioned the present policy at Residents gaining benefit from the last regular meeting. Residents the line will pay an assessment arc mainly concerned about have over a 20-year period whether to connect to new sewer lines. they tie into the new line or not. The proposed ordinance would The cost to hook up to the line is mandate that all structures be con- separate. -
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.