C17 Land Disposal, Andover Station Yard, Hampshire Decision Notice
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South West Main Line Strategic Study 3 MB
OFFICIAL South West Main Line Strategic Study Phase 1 2021 1 OFFICIAL Network Rail Table of Contents 1.0 Executive Summary ............................................................................................................................................ 3 2.0 Long-Term Planning Process ........................................................................................................................... 6 3.0 The South West Main Line Today................................................................................................................. 8 4.0 Strategic Context ..............................................................................................................................................13 5.0 South West Main Line - Demand ................................................................................................................25 6.0 Capacity Analysis ..............................................................................................................................................34 7.0 Intervention Feasibility ...................................................................................................................................59 8.0 Emerging Strategic Advice ............................................................................................................................62 Appendix A – Safety Baseline .....................................................................................................................................74 Appendix B – Development -
Use of Ballast Inspection Technology for the Prioritization, Planning and Management of Ballast Delivery and Placement Dr
Use of Ballast Inspection Technology for the Prioritization, Planning and Management of Ballast Delivery and Placement Dr. Allan M. Zarembski, PE, Hon. Mbr. AREMA, FASME Research Professor University of Delaware Mr. Gregory T. Grissom, PE Vice President Engineering, Georgetown Rail Equipment Company Mr. Todd L. Euston, PE Senior Engineer Inspection Technologies Georgetown Rail Equipment Company Abstract This paper presents the results of a study on the optimization of ballast placement planning, prioritization and management for railway ballast distribution. Specifically, this paper presents the requirements for and inputs necessary to more effectively manage the ballast placement process and take advantage of the new track inspection technologies that provide more accurate and reliable data about ballast condition and track profile. This is to include addressing such key issues as: Where and how much ballast should be placed; to include ballast at end of ties (shoulders), under ties, and in cribs. How much ballast should be placed; to include reference or required ballast profile based on vertical, lateral and longitudinal performance requirements A key portion of this study was the introduction of new inspection technologies now available to more accurately define the ballast requirements. This includes such newly introduced inspection technologies as LIDAR for measurement of the ballast profile, Ground Penetrating Radar inspection for ballast depth deficiency, and other related inspection technologies. This in turn allows for more accurate ballast deficit analysis and calculation to include the reference or “ideal” profile used to determine the ballast deficit and the calculation of the difference between the current profile and this reference profile, which includes vertical load distribution and lateral and longitudinal restraint requirements. -
Tracks the Monthly Magazine of the Inter City Railway Society
Tracks the monthly magazine of the Inter City Railway Society Volume 40 No.7 July 2012 Inter City Railway Society founded 1973 www.icrs.org.uk The content of the magazine is the copyright of the Society No part of this magazine may be reproduced without prior permission of the copyright holder President: Simon Mutten (01603 715701) Coppercoin, 12 Blofield Corner Rd, Blofield, Norwich, Norfolk NR13 4RT Chairman: Carl Watson - [email protected] (07403 040533) 14, Partridge Gardens, Waterlooville, Hampshire PO8 9XG Treasurer: Peter Britcliffe - [email protected] (01429 234180) 9 Voltigeur Drive, Hart, Hartlepool TS27 3BS Membership Secretary: Trevor Roots - [email protected] (01466 760724) (07765 337700) Mill of Botary, Cairnie, Huntly, Aberdeenshire AB54 4UD Secretary: Stuart Moore - [email protected] (01603 714735) 64 Blofield Corner Rd, Blofield, Norwich, Norfolk NR13 4SA Magazine: Editorial Manager: Trevor Roots - [email protected] details as above Editorial Team: Sightings: James Holloway - [email protected] (0121 744 2351) 246 Longmore Road, Shirley, Solihull B90 3ES Traffic News: John Barton - [email protected] (0121 770 2205) 46, Arbor Way, Chelmsley Wood, Birmingham B37 7LD Website: Website Manager: Mark Richards - [email protected] 7 Parkside, Furzton, Milton Keynes, Bucks. MK4 1BX Yahoo Administrator: Steve Revill Books: Publications Manager: Carl Watson - [email protected] details as above Publications Team: Combine & Individual / Irish: Carl Watson - [email protected] Pocket Book: Carl Watson / Trevor Roots - [email protected] Wagons: Scott Yeates - [email protected] Name Directory: Eddie Rathmill / Trevor Roots - [email protected] USF: Scott Yeates / Carl Watson / Trevor Roots - [email protected] Contents: Officials Contact List .....................................2 Traffic and Traction News................ -
Annex G – Forming & Delivering a Strategy
Swindon and Wiltshire Rail Study 09/05/2019 Reference number 107523 ANNEX G – FORMING & DELIVERING A STRATEGY SWINDON AND WILTSHIRE RAIL STUDY ANNEX G – FORMING & DELIVERING A STRATEGY IDENTIFICATION TABLE Client/Project owner Swindon and Wiltshire Local Enterprise Partnership Project Swindon and Wiltshire Rail Study Study Annex G – Forming & Delivering a Strategy Type of document Report Date 09/05/2019 File name Framework N/A Reference number 107523 Number of pages 33 APPROVAL Version Name Position Date Modifications Author J Jackson Associate 12/03/2019 Checked A Sykes Associate 13/03/2019 1 by Approved D Bishop Director 15/03/2019 by Author J Jackson Associate 09/05/2019 Checked A Sykes Associate 09/05/2019 2 by Approved A Sykes Associate 09/05/2019 by TABLE OF CONTENTS 1. INTRODUCTION 6 2. IDENTIFYING THE COMPONENTS OF THE STRATEGY 7 3. NETWORK-WIDE INITIATIVES 8 4. GREAT WESTERN MAINLINE 11 RECOMMENDATIONS 11 PHASE 0: 1 TPH WESTBURY – SWINDON 12 PHASE 1: 1 TPH SOUTHAMPTON CENTRAL – SWINDON 13 PHASE 2 & 2A: GREAT WESTERN CONNECT 14 PHASE 3: EXTENSION OF GREAT WESTERN CONNECT 16 DELIVERY OF GREAT WESTERN CONNECT 16 THE SOUTH COTSWOLDS LINE 17 5. BERKS & HANTS ROUTE 18 EXTENSION OF LONDON – BEDWYN SERVICES 18 DEVIZES PARKWAY 19 EXTENSION OF LONDON – WESTBURY SERVICES TO BRISTOL (PEAK ONLY) 19 ENHANCEMENT OF PADDINGTON – EXETER SERVICES TO HOURLY 19 DELIVERING AND ENHANCED BERKS & HANTS SERVICE 19 6. WEST OF ENGLAND LINE 21 SALISBURY – LONDON JOURNEY TIME REDUCTIONS 21 PORTON STATION 22 WILTON STATION 23 ANDOVER – LUDGERSHALL LINE 23 7. TRANS WILTS CORRIDOR 24 ASHTON PARK STATION 25 THE IMPACT OF METRO WEST 25 8. -
Longitudinal Track-Ballast Resistance of Railroad Tracks Considering Four Different Types of Sleepers
Longitudinal Track-Ballast Resistance of Railroad Tracks Considering Four Different Types of Sleepers Rudney C. Queiroz São Paulo State University, Bauru (SP), Brazil Abstract This paper aims at studying the behavior of a railroad track concerning the action of longitudinal forces, targeting the determination of the track-ballast resistance, in a real scale standard track model. This research, was developed at the São Paulo State University, and consisted of a comparative study of track- ballast resistance for railroad tracks built with four different types of sleepers. The first set of sleepers was made of steel, the second one was made of wood, the third one of prestressed-concrete and the fourth one of two-block concrete. In order to carry out this research, four 1600 mm gauge models were built with two TR-68 rails, fastened to seven sleepers by means of elastic fasteners and base plates. The sleepers, all of the same type for each model, were embedded in 0.35 m thick ballast, which was supported by a layer of 30 cm thick compacted soil. The computerized data acquisition system allowed displacement and force values to be obtained in real time. By convention, the maximum longitudinal track-ballast resistance corresponds to a displacement of 15 mm. The prestressed-concrete sleeper setup showed the greatest longitudinal track-ballast resistance per sleeper. The second best performance was obtained by the two- block concrete sleeper setup, followed by the wooden and the steel sleeper setups. The force- displacement curves showed an exponential rise to a maximum shape. The displacement corresponding to the maximum track-ballast resistances were different for each kind of sleeper setup. -
University of Southampton Research Repository Eprints Soton
University of Southampton Research Repository ePrints Soton Copyright © and Moral Rights for this thesis are retained by the author and/or other copyright owners. A copy can be downloaded for personal non-commercial research or study, without prior permission or charge. This thesis cannot be reproduced or quoted extensively from without first obtaining permission in writing from the copyright holder/s. The content must not be changed in any way or sold commercially in any format or medium without the formal permission of the copyright holders. When referring to this work, full bibliographic details including the author, title, awarding institution and date of the thesis must be given e.g. AUTHOR (year of submission) "Full thesis title", University of Southampton, name of the University School or Department, PhD Thesis, pagination http://eprints.soton.ac.uk UNIVERSITY OF SOUTHAMPTON FACULTY OF ENGINEERING, SCIENCE AND MATHEMATICS SCHOOL OF CIVIL ENGINEERING AND THE ENVIRONMENT TRACK BEHAVIOUR: THE IMPORTANCE OF THE SLEEPER TO BALLAST INTERFACE BY LOUIS LE PEN THESIS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY 2008 ACKNOWLEDGMENTS I would like to sincerely thank Professor William Powrie and Dr Daren Bowness for the opportunity given to me to carry out this research. I'd also like to thank the Engineering and Physical Sciences Research Council for the funding which made this research possible. Dr Daren Bowness worked very closely with me in the first year of my research and helped me begin to develop some of the skills required in the academic research community. Daren also provided me with some of the key references in this report, he is sadly missed. -
Special Specification 5104 Ballasted Track Construction
5104 Special Specification 5104 Ballasted Track Construction 1. DESCRIPTION This Item will govern for the construction of ballasted track on constructed trackbed. Ballasted track construction includes, but is not limited to, placing ballast, distributing and lining ties, installing and field welding running rail, installing jointed rail, installing turnouts and switches, rehabilitating existing ties and rail, raising and lining track, installing vehicular grade crossings, and other incidentals as specified herein. Track on ballasted and open deck bridges is also included. 2. MATERIALS 2.1. General. Use new material conforming to this specification unless otherwise designated in the plans or as approved by the Engineer. New material must be free from defects, rust, or damage and conform to the requirements of AREMA standards and the most current version of the UP General Specifications and Project Special Provisions unless otherwise stated in the plans, these specifications, or as required by the Engineer. Provide new material in an unblemished condition, free from defects, rust, or damage. 2.2. Rail. 2.2.1. Use Type RE 136 lb. Standard Strength Continuous Welded Rail meeting the requirements of Union Pacific Standard Drawing 176500, “136 Lb. Rail Section” and conforming to the requirements of American Railway Engineering and Maintenance of Way Association (AREMA) Chapter 4 “Rail” and UP General Specifications Section 34 11 10 – Railroad Track Construction unless otherwise specified in the plans. Rail must be 136 RE head hardened rail unless otherwise specified in the plans. 2.2.2. All rail, excluding rail for industry leads, must be continuously shop welded and transported in 400 ft. -
Use of Geogrids in Railroad Beds and Ballast Construction
Use of Geogrid in Subgrade-Ballast System of Railroads Subjected to Cyclic Loading for Reducing Maintenance B. M. Das, Dean Emeritus California State University, Sacramento, USA ABSTRACT During the past twenty-five years biaxial geogrids have been used as reinforcement in the construction of railroad beds and ballasts to improve their performance and structural integrity. A review of several published field and large-scale laboratory test results relating to the reinforcing ability of geogrids is presented. Also included are a number of case histories from several countries where layer(s) of geogrid were used in ballast and sub-ballast layers and on soft subgrade to reduce track settlement and, hence, the frequency of maintenance. 1. INTRODUCTION A geogrid is defined as a polymeric (i.e., geosynthetic) material consisting of connected parallel sets of tensile ribs with apertures of sufficient size to allow strike-through of surrounding soil, stone, or other geotechnical material. Their primary functions are reinforcement and separation. Reinforcement refers to the mechanism(s) by which the engineering properties of the composite soil/aggregate are mechanically improved. Separation refers to the physical isolation of dissimilar materials — say, ballast and sub-ballast or sub-ballast and subgrade — such that they do not commingle. Netlon Ltd. of the United Kingdom was the first producer of geogrids. In 1982 the Tensar Corporation (presently Tensar International) introduced geogrids in the United States. Historically speaking, in the 1950’s Dr. Brian Mercer (1927-1998) developed the Netlon® process in which plastics are extruded into a net-like process in one stage. He founded Netlon Ltd. -
High-Speed Railway Ballast Flight Mechanism
Construction and Building Materials 223 (2019) 629–642 Contents lists available at ScienceDirect Construction and Building Materials journal homepage: www.elsevier.com/locate/conbuildmat Review High-speed railway ballast flight mechanism analysis and risk management – A literature review ⇑ Guoqing Jing a, Dong Ding b, Xiang Liu c, a Civil Engineering School, Beijing Jiaotong University, Beijing 10044, China b Université de Technology de Compiègne, Laboratoire Roberval, Compiègne 60200, France c Department of Civil and Environmental Engineering, Rutgers University-New Brunswick, Piscataway 08854, United States highlights Review of studies about ballast flight mechanism and influence factors. Recommendations of ballast aggregates selection and ballast bed profile were provided. Sleeper design and polyurethane materials solutions were presented. The reliability risk assessment of ballast flight is described for HSR line management. article info abstract Article history: Ballast flight is a significant safety problem for high-speed ballasted tracks. In spite of the many relevant Received 16 March 2019 prior studies, a comprehensive review of the mechanism, recent developments, and critical issues with Received in revised form 19 June 2019 regards to ballast flight has remained missing. This paper, therefore, offers a general overview on the state Accepted 24 June 2019 of the art and practice in ballast flight risk management while encompassing the mechanism, influencing factors, analytical and engineering methods, risk mitigation strategies, etc. Herein, the problem of ballast flight is emphasized to be associated with the train speed, track response, ballast profile, and aggregate Keywords: physical characteristics. Experiments and dynamic analysis, and reliability risk assessment are high- High speed rail lighted as research methods commonly used to analyze the mechanism and influencing factors of ballast Ballast flight Risk management flight. -
Publicity Material List
Early Guides and Publicity Material Inventory Type Company Title Author Date Notes Location No. Guidebook Cambrian Railway Tours in Wales c 1900 Front cover not there 2000-7019 ALS5/49/A/1 Guidebook Furness Railway The English Lakeland 1911 2000-7027 ALS5/49/A/1 Travel Guide Cambrian & Mid-Wales Railway Gossiping Guide to Wales 1870 1999-7701 ALS5/49/A/1 The English Lakeland: the Paradise of Travel Guide Furness Railway 1916 1999-7700 ALS5/49/A/1 Tourists Guidebook Furness Railway Illustrated Guide Golding, F 1905 2000-7032 ALS5/49/A/1 Guidebook North Staffordshire Railway Waterhouses and the Manifold Valley 1906 Card bookmark 2001-7197 ALS5/49/A/1 The Official Illustrated Guide to the North Inscribed "To Aman Mosley"; signature of Travel Guide North Staffordshire Railway 1908 1999-8072 ALS5/29/A/1 Staffordshire Railway chairman of NSR The Official Illustrated Guide to the North Moores, Travel Guide North Staffordshire Railway 1891 1999-8083 ALS5/49/A/1 Staffordshire Railway George Travel Guide Maryport & Carlisle Railway The Borough Guides: No 522 1911 1999-7712 ALS5/29/A/1 Travel Guide London & North Western Railway Programme of Tours in North Wales 1883 1999-7711 ALS5/29/A/1 Weekend, Ten Days & Tourist Bookings to Guidebook North Wales, Liverpool & Wirral Railway 1902 Eight page leaflet/ 3 copies 2000-7680 ALS5/49/A/1 Wales Weekend, Ten Days & Tourist Bookings to Guidebook North Wales, Liverpool & Wirral Railway 1902 Eight page leaflet/ 3 copies 2000-7681 ALS5/49/A/1 Wales Weekend, Ten Days & Tourist Bookings to Guidebook North Wales, -
September 2021 Newsletter
The Train at Pla,orm 1 The Friends of Honiton Staon Newsle9er 18 - September 2021 Welcome to the September newsle1er. The announcement of South Western Railway’s 2022 Timetable consultaon gave everyone involved with our local railway an opportunity to have their say. The detailed specificaon document issued will form the basis of SWR’s future plans, and so it was vital that we took up the chance to respond to what they had to say. Along with our colleagues at SERUG, we have sent SWR a detailed reply on the behalf of all our members. Our response is summarised below. We will keep members and supporters updated in the months ahead. Milton Keynes, London Birmingham and the North Victoria Watford Junction London Brentford Waterloo Syon Lane Windsor & Shepherd’s Bush Eton Riverside Isleworth Hounslow Kew Bridge Kensington (Olympia) Datchet Heathrow Chiswick Vauxhall Airport Virginia Water Sunnymeads Queenstown Egham Barnes Bridge Wraysbury Road Longcross Whitton TwickenhamSt. MargaretsRichmondNorth Sheen BarnesPutneyWandsworthTown Sunningdale Clapham Junction Staines Ashford Feltham Mortlake Wimbledon Earlsfield Martins Heron Strawberry Ascot Hill Tramlink Raynes Park Bracknell Wokingham Winnersh Triangle SheppertonUpper HallifordSunbury Kempton ParkHampton Fulwell Teddington Hampton WickKingston Norbiton New Oxford, Birmingham Winnersh and the North Hampton Court Malden Thames Ditton Berrylands Chertsey Surbiton Malden Motspur Reading to Gatwick Airport Esher Earley Bagshot ChessingtonTolworthManor Park Hersham Addlestone Walton-on- South Wales, -
Wisdot Standard Specifications for Jointed Rail Track Construction And
WISCONSIN DOT STANDARD SPECIFICATIONS FOR JOINTED RAILROAD TRACK CONSTRUCTION AND MAINTENANCE StdspecRRconst (Rev. March, 2012) TABLE OF CONTENTS 1.0 MOBILIZATION 2.0 REMOVE AND SALVAGE TRACK 3.0 REMOVE AND SALVAGE TURNOUT 4.0 REMOVE AND SALVAGE RAILROAD DIAMOND 5.0 REMOVE AND SALVAGE HIGHWAY/RAILROAD GRADE CROSSING 6.0 BLANK 7.0 BLANK 8.0 BLANK 9.0 BLANK 10.0 FURNISH SECONDHAND RAIL 11.0 FURNISH SECONDHAND TIE PLATES 12.0 FURNISH TURNOUT COMPONENTS 13.0 FURNISH SECONDHAND JOINT BARS 14.0 FURNISH TRACK BOLTS, NUTS AND SPRING WASHERS 15.0 BLANK 16.0 FURNISH TRACK SPIKES 17.0 FURNISH CROSS TIES 18.0 FURNISH SWITCH TIES 19.0 FURNISH BALLAST 20.0 FURNISH INSULATED JOINT 21.0 FURNISH RAIL LUBRICATOR 22.0 FURNISH COMPROMISE JOINT BARS 23.0 FURNISH TIE PLUGS 24.0 FURNISH ENGINEERING FABRIC 25.0 FURNISH RAIL ANCHORS 26.0 FURNISH TIMBER CROSSING MATERIAL 27.0 FURNISH CONCRETE CROSSING MATERIAL 28.0 BLANK 29.0 REPLACE RAIL 30.0 REPLACE TIE PLATES 31.0 INSTALL TURNOUT COMPONENTS 32.0 INSTALL SECONDHAND JOINT BARS 33.0 INSTALL TRACK BOLTS, NUTS, AND SPRING WASHERS 34.0 INSTALL TRACK SPIKES 35.0 INSTALL CROSS TIES 36.0 INSTALL SWITCH TIES 37.0 INSTALL BALLAST AND SURFACE TRACK 38.0 INSTALL INSULATED JOINT 39.0 INSTALL RAIL LUBRICATOR 40.0 INSTALL COMPROMISE JOINT BARS 41.0 INSTALL TIE PLUGS IN SECONDHAND CROSS TIES 42.0 INSTALL TIE PLUGS IN SECONDHAND SWITCH TIES 43.0 PLACE ENGINEERING FABRIC 44.0 INSTALL HINGED OR SLIDING OR SWITCH POINT DERAIL StdspecRRconst (Rev.