RUC the Swedish Way
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Technology Options for the European Electronic Toll Service
DIRECTORATE GENERAL FOR INTERNAL POLICIES POLICY DEPARTMENT B: STRUCTURAL AND COHESION POLICIES TRANSPORT AND TOURISM TECHNOLOGY OPTIONS FOR THE EUROPEAN ELECTRONIC TOLL SERVICE STUDY This document was requested by the European Parliament's Committee on Transport and Tourism. AUTHORS Steer Davies Gleave - Francesco Dionori, Lucia Manzi, Roberta Frisoni Universidad Politécnica de Madrid - José Manuel Vassallo, Juan Gómez Sánchez, Leticia Orozco Rendueles José Luis Pérez Iturriaga – Senior Consultant Nick Patchett - Pillar Strategy RESPONSIBLE ADMINISTRATOR Marc Thomas Policy Department Structural and Cohesion Policies European Parliament B-1047 Brussels E-mail: [email protected] EDITORIAL ASSISTANCE Nóra Révész LINGUISTIC VERSIONS Original: EN ABOUT THE PUBLISHER To contact the Policy Department or to subscribe to its monthly newsletter please write to: [email protected] Manuscript completed in April 2014. © European Union, 2014. This document is available on the Internet at: http://www.europarl.europa.eu/studies DISCLAIMER The opinions expressed in this document are the sole responsibility of the author and do not necessarily represent the official position of the European Parliament. Reproduction and translation for non-commercial purposes are authorised, provided the source is acknowledged and the publisher is given prior notice and sent a copy. DIRECTORATE GENERAL FOR INTERNAL POLICIES POLICY DEPARTMENT B: STRUCTURAL AND COHESION POLICIES TRANSPORT AND TOURISM TECHNOLOGY OPTIONS FOR THE EUROPEAN ELECTRONIC TOLL SERVICE STUDY Abstract This study has been prepared to review current and future technological options for the European Electronic Toll Service. It discusses the strengths and weaknesses of each of the six technologies currently in existence. It also assesses on-going technological developments and the way forward for the European Union. -
Monitoring the Static and Dynamic Behavior of the New Svinesund Bridge
Monitoring the static and dynamic behavior of The New Svinesund Bridge R. Karoumi1 and P. Harryson2 1 The Royal Institute of Technology (KTH), Stockholm, Sweden 2 The Swedish Transport Administration, Sweden ABSTRACT: The New Svinesund Bridge across the Ide Fjord between Norway and Sweden is a structurally complicated bridge. Due to the uniqueness of the design and the importance of the bridge, an extensive monitoring prog ram was i nitiated. The ins talled monitoring system continuously logs data (accelerations, displacements, strains, hanger forces, temperatures, wind speed and wind directio n) from 7 2 sensors and has gathered data since the casting of the first arch segment in the spring of 2003. As part of the monitoring programme, comprehensive static and dynamic load tests hav e al so been undertaken ju st b efore bridge opening. Thi s paper describes t he i nstrumentation used fo r monitoring the stru ctural behavior of the bri dge a nd presents inte resting r esults such a s measured str ains, di splacements and dynamic pr operties. Results are compared with theoretic values based on the FE-model of the bridge. 1 INTRODUCTION The New Svinesund Bridge is structurally complicated. The design of the bridge is a result of an international design contest. The bridge forms a part of the European highway, E6, which is the main route for all road traffic between the cities Gothenburg in Sweden and Oslo in Norway. Due to the uniqueness of design and the importance of the bri dge, an ex tensive monitoring program was in itiated. -
Final Report Study on Urban Vehicle Access Regulations
Final Report Study on Urban Vehicle Access Regulations Authors: A. Ricci, S.Gaggi, R.Enei, M.Tomassini, M.Fioretto (ISINNOVA) F. Gargani, A.Di Stefano, E. Gaspari (PwC) with contributions from experts: G. Archer, S. Kearns, M. McDonald, F. Nussio, A. Trapuzzano, T. Tretvik April – 2017 EUROPEAN COMMISSION Directorate-General for Mobility and Transport Directorate B - Investment, Innovative & Sustainable Transport Unit B4 – Sustainable & Intelligent Transport E-mail: [email protected] European Commission B-1049 Brussels EUROPEAN COMMISSION Study on Urban Vehicle Access Regulations Directorate-General for Mobility and Transport 2017 3 Europe Direct is a service to help you find answers to your questions about the European Union. Freephone number (*): 00 800 6 7 8 9 10 11 (*) The information given is free, as are most calls (though some operators, phone boxes or hotels may charge you). LEGAL NOTICE The information and views set out in this study are those of the author(s) and do not necessarily reflect the official opinion of the Commission. The Commission does not guarantee the accuracy of the data included in this study. Neither the Commission nor any person acting on the Commission’s behalf may be held responsible for the use which may be made of the information contained therein. ISBN: 978-92-79-57535-8 doi:10.2832/64096 © European Union, 2017 Reproduction is authorised provided the source is acknowledged. PRINTED ON ELEMENTAL CHLORINE-FREE BLEACHED PAPER (ECF) PRINTED ON TOTALLY CHLORINE-FREE BLEACHED PAPER (TCF) PRINTED ON RECYCLED PAPER PRINTED ON PROCESS CHLORINE-FREE RECYCLED PAPER (PCF) Final report - Study on Urban Vehicle Access Regulations Table of Contents Executive summary ....................................................................................................... -
REETS TEN D4 1 Definition of Backoffice Interfaces V2 2014-07-16.Doc Page 1 of 105
REETS-TEN Activity 4: Back Office Interfaces D 4.1 Definition of Back Office Interfaces and of preliminary tests 1 6 . 0 7 . 2 0 1 4 V 2 .0 REETS TEN_D4 1_Definition_of_Backoffice_interfaces_v2_2014-07-16.doc Page 1 of 105 Document revision history: Date Version Description Document Status Responsible 17 10 2013 0.1 Draft structure and contents of D4.1 Draft Aiscat Servizi 21 10 2013 0.2 Updated draft structure of D4.1 Draft Aiscat Servizi 23 10 2013 0.3 Updated draft structure of D4.1 Draft Aiscat Servizi 24 10 2013 0.4 Updated draft structure of D4.1 Draft Aiscat Servizi 05 03 2014 0.5 Merge with working documents: Business Draft Aiscat Servizi Processes analysis and Detailed Analysis 05 03 2014 0.5a Final merge with working documents Draft Aiscat Servizi 05 03 2014 0.5b Corrections in merge Draft Aiscat Servizi 04 04 2014 0.6 Streamlining document, integrating Draft RappTrans DE systems operational status of participants, review comments of participants, findings/conclusions section, executive summary 04 04 2014 0.7 Integrations and editorial corrections Draft Aiscat Servizi 11.04.2014 1.0 Integrations and editorial corrections Final pre-draft Aiscat Servizi 24 04.2014 1.1 Integration of final comments Final pre-draft Aiscat Servizi 25 04.2014 1.2 Final integrations and editorial correction Final draft Aiscat Servizi 06.05.2014 1.3 Editorial corrections Final draft Aiscat Servizi 08.05.2014 1.4 Integration with comments from ASFA, A, Final draft Aiscat Servizi common glossary and further editorial corrections 12.05.2014 1.5 Editorial -
Ciudad Y Territorio Virtual
A NEW LANGUAGE IS BORN PATRICK MCGLOIN Director General ViaNova IT AS Sandvika - Noruega www.vianovasystems.com All professions have developed their own language. A professional language is mainly used to ensure clear communication within the profession but also has been used to mystify and ensure status. Doctors, lawyers, scientist and yes Civil Engineers have developed a communication that is specific to their particular area. This worked well as long as the necessity to communicate was limited to the profession or the chosen few that needed to interact. Today this is no longer good enough. Our society has become more and more complex and the requirements to a design process have increased enormously. Many people and groups inside and outside the design teams have a right and need to understand what is happing and what the result will be. This applies to both large and small engineering projects. Without a language that is easily understood the risk increases that “bad” decisions are made, and also opens for design mistakes. A middle size-engineering project be it a new road, a new rail line or an urban renewal project is a long process including the assessment of many alternatives. It can also include environmental impact studies and changes or improvements to utilities. It always enjoys a high media profile both positive and negative but often negative with interest groups all trying to influence the result. The role of the design group is to present the various alternatives in a professional way giving the decision makers the best possible basis to chose the best solution. -
Kingdom of Sweden
Johan Maltesson A Visitor´s Factbook on the KINGDOM OF SWEDEN © Johan Maltesson Johan Maltesson A Visitor’s Factbook to the Kingdom of Sweden Helsingborg, Sweden 2017 Preface This little publication is a condensed facts guide to Sweden, foremost intended for visitors to Sweden, as well as for persons who are merely interested in learning more about this fascinating, multifacetted and sadly all too unknown country. This book’s main focus is thus on things that might interest a visitor. Included are: Basic facts about Sweden Society and politics Culture, sports and religion Languages Science and education Media Transportation Nature and geography, including an extensive taxonomic list of Swedish terrestrial vertebrate animals An overview of Sweden’s history Lists of Swedish monarchs, prime ministers and persons of interest The most common Swedish given names and surnames A small dictionary of common words and phrases, including a small pronounciation guide Brief individual overviews of all of the 21 administrative counties of Sweden … and more... Wishing You a pleasant journey! Some notes... National and county population numbers are as of December 31 2016. Political parties and government are as of April 2017. New elections are to be held in September 2018. City population number are as of December 31 2015, and denotes contiguous urban areas – without regard to administra- tive division. Sports teams listed are those participating in the highest league of their respective sport – for soccer as of the 2017 season and for ice hockey and handball as of the 2016-2017 season. The ”most common names” listed are as of December 31 2016. -
Modelling of the Response of the New Svinesund Bridge FE Analysis of the Arch Launching
Modelling of the response of the New Svinesund Bridge FE Analysis of the arch launching Master’s Thesis in the International Master’s Programme Structural Engineering SENAD CANOVIC AND JOAKIM GONCALVES Department of Civil and Environmental Engineering Division of Structural Engineering Concrete Structures CHALMERS UNIVERSITY OF TECHNOLOGY Göteborg, Sweden 2005 Master’s Thesis 2005:39 MASTER’S THESIS 2005:39 Modelling of the response of the New Svinesund Bridge FE Analysis of the arch launching Master’s Thesis in the International Master’s Programme Structural Engineering SENAD CANOVIC AND JOAKIM GONCALVES Department of Civil and Environmental Engineering Division of Structural Engineering Concrete Structures CHALMERS UNIVERSITY OF TECHNOLOGY Göteborg, Sweden 2005 Modelling the response of the New Svinesund Bridge FE Analysis of the arch launching Master’s Thesis in the International Master’s Programme Structural Engineering SENAD CANOVIC AND JOAKIM GONCALVES © SENAD CANOVIC, JOAKIM GONCALVES, Göteborg, Sweden 2005 Master’s Thesis 2005:39 Department of Civil and Environmental Engineering Division of Structural Engineering Concrete Structures Chalmers University of Technology SE-412 96 Göteborg Sweden Telephone: + 46 (0)31-772 1000 Cover: FE model of the New Svinesund Bridge and two pictures taken during the construction of the bridge. Chalmers reproservice Göteborg, Sweden 2005 Modelling the response of the New Svinesund Bridge FE Analysis of the arch launching Master’s Thesis in the International Master’s Programme Structural Engineering SENAD CANOVIC AND JOAKIM GONCALVES Department of Civil and Environmental Engineering Division of Structural Engineering Concrete Structures Chalmers University of Technology ABSTRACT There is a necessity to improve the methods for bridge assessment because they are over-conservative. -
Approach to Cef for the Oslo-Göteborg Railway Stretch
APPROACH TO CEF FOR THE OSLO-GÖTEBORG RAILWAY STRETCH STRING NETWORK FINAL REPORT 1.09.2020 Ramboll - Approach to CEF for the Oslo-Göteborg railway stretch Project name Approach to CEF f or the Oslo-Göteborg railway stretch Ramboll C lient name STRING NETWORK Lokgatan 8 211 20 Malmö Type of proposal FINAL REPORT Date 1 September 2020 T +4 6 (0 )1 0 615 60 0 0 Bidder/Tender Ramboll Sweden AB https://se.ramboll.com Ramboll Sverige AB Org. nummer 556133-0506 Ramboll - Approach to CEF for the Oslo-Göteborg railway stretch CONTENTS 1. THE CONTEXT 2 1.1 STRING vision and strategic priorities 2 1.2 The weak link of the Oslo-Göteborg railway connection in the corridor perspective 3 1.3 Purpose of the report 4 2. TRANSPORT SYSTEM SETTING FOR THE INVESTMENT 6 2.1 The railway system in cross-border area between Oslo and Göteborg Fejl! Bogmærke er ikke defineret. 2.2 Status of railway infrastructure in the Oslo-Göteborg stretch 6 2.3 The Oslo – Göteborg railway stretch in national transport plans 7 2.4 National planning framework for the remaining bottleneck 9 2.5 Preparations for the new national transport plan in Sweden 11 3. EUROPEAN PLANNING PRE-REQUISITES AND FUNDING OPTIONS FOR THE PROJECT 13 3.1 The European transport policy reference for investment 13 3.1.1 The European Green Deal as the EU Commission priority for 2019-2024 13 3.1.2 TEN-T Policy and its future evolution 14 3.2 European funding options for the double track construction project 16 3.2.1 European Structural and Investment Funds (ESIF) 16 3.2.2 Connecting Europe Facility (CEF) 17 3.2.3 Financial instruments for sustainable infrastructure under the InvestEU programme 18 3.2.4 Other support instruments for transport by the European Investment Bank (EIB) 22 3.3 CEF framework conditions for the double track railway investment 22 3.3.1 Compliance with objectives and priorities 23 3.3.2 Eligibility of actions and countries 23 3.3.3 Budget and co-funding rates 24 3.3.4 Types of CEF calls and call requirements 25 3.3.5 Award criteria 29 4. -
Roadside and on Board Equipment
Roadside and on board equipment Annex 2.2 to Joint Venture Agreement Toll Service Provider Agreement Document: 202 Version: 3.0 Date: 4 May 2017 Table of contents DOCUMENT REVISION HISTORY ................................................................................. 4 1 INTRODUCTION ......................................................................................................... 5 2 GENERAL DESCRIPTION OF THE OBE – RSE FUNCTIONALITY ..................... 7 2.1 GOALS ...................................................................................................................... 7 2.2 OVERVIEW OF ROADSIDE FUNCTIONALITY ............................................................... 7 2.3 EFC-APPLICATIONS.................................................................................................. 8 2.4 LEVELS OF SPECIFICATIONS AND STANDARDS .......................................................... 8 2.5 RELATED STANDARDISATION WORK AND EXTERNAL CONDITIONS ......................... 10 3 REQUIREMENTS TO RSE ........................................................................................ 11 3.1 GENERAL ............................................................................................................... 11 3.2 REQUIREMENTS TO DATA SETS IN BEACON ............................................................. 11 3.3 REQUIREMENTS TO FUNCTIONALITY IN BEACON .................................................... 11 3.4 REQUIREMENTS TO DATA SETS IN ROADSIDE CONTROLLER .................................... 12 3.5 -
Tolling and Congestion Pricing Research and Policy Support Congestion Pricing White Paper
Tolling and Congestion Pricing Research and Policy Support Congestion Pricing White Paper prepared for Oregon Department of Transportation prepared by Cambridge Systematics, Inc. June 21, 2017 www.camsys.com report Tolling and Congestion Pricing Research and Policy Support Congestion Pricing White Paper prepared for Oregon Department of Transportation prepared by Cambridge Systematics, Inc. 555 12th Street, Suite 1600 Oakland, CA 94607 date June 21, 2017 Tolling and Congestion Pricing Research and Policy Support Table of Contents Executive Summary .................................................................................................................................... ES-1 Tolling ................................................................................................................................................. ES-1 Congestion Pricing ............................................................................................................................. ES-1 Federal and State Laws ..................................................................................................................... ES-2 Applications of Tolling ............................................................................................................................... ES-3 Major Considerations and Issues ............................................................................................................. ES-5 1.0 Introduction ................................................................................................................................................ -
EETS Toll Domain Statement for the Øresundsbro Consortium Registered in the Swedish Toll System Register 2019-03-08
Commission Decision 2009/750/EC EETS Toll Domain Statement for the Øresundsbro Consortium Registered in the Swedish Toll system register 2019-03-08 Definitions and abbreviations: The list below includes definitions and abbreviations used in this EETS Domain Statement for the Øresundsbro Consortium: Black List Exemption list including blocked OBEs DSRC Dedicated Short Range Communication EasyGo Service set-up by a joint venture of toll charges in the three Scandinavian countries and Austria currently using DSRC EasyGo HUB The hub to which all EasyGo actors connect and which collects and distributes information between them EETS European Electronic Toll Service EETS Provider The Provider of EETS services EETS User User of the European Toll Services EFC Electronic Fee Collection GNSS Global Navigation Satellite System HGV Heavy Goods Vehicles OBE On Board-Equipment Toll Charger (TC) The Øresundsbro Consortium owned jointly by Svedab AB and A/S Øresund, an entity in Denmark and Sweden responsible for collection of tolls White List List of the valid EETS Users of the EETS Provider 1 Commission Decision 2009/750/EC 1. General information 1.1 The Swedish Toll Transportstyrelsen system register www.transportstyrelsen.se 1.2 This document This document is intended solely for EETS Providers in the context of the EETS Decision of the European Commission 2009/750/EC. Fulfilment of the requirements listed below forms the basis for concluding a contract as an EETS Provider in the EETS domain of the Øresundsbro Consortium. The Øresundsbro Consortium reserves the right to make changes to the requirements listed below at any time. In the event of amendments to the statutory framework conditions for the toll or the rendering of the EETS, which underlie these provisions for the EETS domain, these provisions shall be adapted for the EETS domain accordingly. -
Future Nordic Concrete Architecture
Future Nordic Concrete Architecture Future Nordic Concrete Architecture Introduction Through the 20th century concrete has become the most used building material in the world. The usage of concrete has led to a new architecture which exploits the isotopic properties of concrete to generate new shapes. Despite the considerable amount of concrete used in architecture, the concrete is surprisingly little visible. Often concrete is only used as the material for the load‐bearing structures and afterwards hidden behind other facade‐materials. But concrete has a big unexploited potential in order to create beautiful shapes with spectacular textures on the surface. This potential has been explored through a number of buildings which can be characterized as concrete architecture. In this context concrete architecture is defined as: - Architecture where concrete is used as a dominating and visible material and/or - Architecture where concrete is expressed through the geometry. In the following, a number of projects characterized as Nordic concrete architecture is presented together with a description of the epochs of the history of concrete architecture to which they belong. Nordic Concrete Architecture In Scandinavia, conditions different from the most other places in the world prevail. The Nordic climate causes significant changing weather conditions during the 4 seasons. This results in significant fewer hours with sun. Add to this that the sun stands low in the sky – especially in the winter season. This condition has had great influence on the architecture combined with the cultural development in Scandinavia. The style of building has always been inspired of the neighbours in the south – but always with a local interpretation and the usage of local building materials.