Curbing Operational Costs of Road User Charging Schemes: “The Norwegian Experience”
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Road Tolling in Norway – a Brief Introduction
Road Tolling in Norway – a brief introduction Oslo City Hall Astrid Fortun Chief Engineer Norwegian Public Roads Administration (NPRA) Norwegian Public Roads Administration Norway Population: 4.6 million Area: 324 000 km2 Public roads in total: 93.000 km National roads: 27.000 km County roads: 27.000 km Municipal roads: 39.000 km Bicycle tracks/footpaths: 3.150 km Norwegian Public Roads Administration Governmental Organization Norwegian Public Roads Administration NPRA Organization Norwegian Public Roads Administration NPRA is devided into 5 regions Norwegian Public Roads Administration Official Management Documents NationalNational TransportTransport Plan Plan (10(10 Year Year Period) Period) ActionAction Program Program (Focus(Focus on on first first 4 4 Years) Years) AnnualAnnual Budget Budget AppropriationAppropriation ContractContract betweenbetween the the Director Director GeneralGeneral and and the the leader leader ofof each each Region Region Norwegian Public Roads Administration From Road Plan to Road Traffic Plan and Transport Plan Norwegian Public Roads Administration National Transport Plan 2010 - 2019 Organisation Norwegian Public Roads Administration Road tolling in Norway (1) • Norway has 70 years of road tolling experience to finance expencive infrastructure • More than 100 road toll projects are implemented • 44 road toll projects are in operation today, including 6 urban toll rings • Norway has been a pioneering country in developing cost efficient road tolling Norwegian Public Roads Administration Road tolling in Norway (2) • Up to the middle of the 1980’s bridges (and tunnels) in rural areas dominated, and state funds constituted the main financing • From the middle of the 1980’s there has been a development of toll projects on the main road network as well as in urban areas Norwegian Public Roads Administration Tolling Projects in E69 Magerøya Tromsø (fuel tax) Norway today City Projects Rv 17 Helgeland Br. -
Eiganes Tunnel Gunnar Eiterjord, Norwegian Roads Administration
© 2014, Svenska Bergteknikföreningen och författarna/Swedish Rock Engineering Association and authors 9. RV 13 Ryfast, world’s longest subsea road tunnel combined with E 39 – Eiganes Tunnel Gunnar Eiterjord, Norwegian Roads Administration Abstract The Rv.13 Ryfast project is an undersea tunnel which will connect the city of Sta- vanger to the Ryfylke region. When completed, the tunnels will replace the existing vehicle ferries which operate between Stavanger and Tau, and between Lauvvik and Oanes. Currently the combined daily traffic volume for both ferry routes is 4,000 vehicles (AADT). Ryfast consists of two dual lane, subsea tunnels - The Hundvåg tunnel (from the new E39 Eiganes tunnel to the Island of Hundvåg), and the Solbakk tunnel (which extends from the Hundvåg tunnel to Strand, in Ryfylke). Construction time will be five and a half to 6 years, with an expected opening in 2018/19. Safety issues have played a major role during the initial planning phase of the project, with focus on integrating ideas and proposals from the emergency services and experts from various fields. The tunnelling network will also reduce today’s E39 bottlenecks in Stavanger, with traffic currently routed along heavily congested local roads. The E39 Eiganes tunnel will be the new ‘North/South’ main route through Stavanger, extending the existing motorway beyond the Stavanger central business district, and significantly reducing local traffic. The primary route for the project is 5km long, comprised of dual tunnels 3.7km long, and 1.3km of ground level, two lane carriageways. In ad- dition to the primary North and South Bound tunnels, the project will also include tunnelled entry/exit ramps, and the connection to the Ryfast Hundvåg tunnel. -
Cost Estimation for the Helsinki-Tallin Fixed Link Connection
Cost estimation for the Helsinki-Tallin fixed link connection. Treball realitzat per: Marc Arranz Compte Dirigit per: Gonzalo Ramos Schneider Xiaoshu Lu-Tervola Grau en: Enginyeria Civil Barcelona, Maig de 2018 Departament d’Enginyeria Civil i Ambiental Declaration I declare that except where specific reference is made to the work of others, the content of this dissertation is original and has not been submitted in whole or in part for consideration for any other degree or qualification in this, or any other University. This dissertation is the result of my own work and includes nothing which is the outcome of work done in collaboration, except where specifically indicated in the text. This dissertation contains less than 27.261 words including appendices, bibliography, footnotes, tables, equations and figures. Marc Arranz Compte May 2017 Acknowledgements I would like to acknowledge my two thesis supervisors, Xiaoshu Lu-Tervola from university of Aalto (Helsinki) and Gonzalo Ramos Schneider from the UPC (Barcelona). Thanks to Xiaoshu’s for her earlier enthusiasm, without her interest I would not had the great opportunity to develop my thesis in Aalto University. Thanks to Gonzalo Ramos, who despite of the distance guided my thesis, at the same time that helped and encourage me to figure out difficult situations. I will be always grateful for it. I would also like to thank my family, for giving me unconditional support from Spain and encouraging me to achieve my proposed goals. I could not forget to thank Maribel Ortego for helping me to realize the steps to be followed for doing the stadistical analysis. -
The Principles of Norwegian Tunnelling
THE PRINCIPLES OF Photo: Gunnar Kopperud NORWEGIAN TUNNELLING NORWEGIAN TUNNELLING SOCIETY PUBLICATION NO. 26 NORWEGIAN TUNNELLING SOCIETY REPRESENTS EXPERTISE IN • Hard Rock Tunneling techniques • Rock blasting technology • Rock mechanics and engineering geology USED IN THE DESIGN AND CONSTRUCTION OF • Hydroelectric power development, including: - water conveying tunnels - unlined pressure shafts - subsurface power stations - lake taps - earth and rock fill dams • Transportation tunnels • Underground storage facilities • Underground openings for for pub- lic use NORSK FORENING FOR FJELLSPRENGNINGSTEKNIKK Norwegian Tunnelling Sosiety [email protected] - www.tunnel.no www.nff.no Photo: Hæhre Entreprenør AS THE PRINCIPLES OF NORWEGIAN TUNNELLING Publication No. 26 NORWEGIAN TUNNELLING SOCIETY 2017 DESIGN/PRINT BY HELLI - VISUELL KOMMUNIKASJON, OSLO, NORWAY NORWEGIAN TUNLLIN E NG SOCIETY PUBLICAO TI N NO. 26 PUBLICATION NO. 26 © Norsk Forening for Fjellsprengningsteknikk NFF ISBN 978-82-92641-39-2 Front page image: Gunnar Kopperud Layout/Print: HELLI - Visuell kommunikasjon AS [email protected] www.helli.no DISCLAIMER “Readers are advised that the publications from the Norwegian Tunnelling Society NFF are issued solely for informational purpose. The opinions and statements included are based on reliable sources in good faith. In no event, however, shall NFF or the authors be liable for direct or indirect incidental or consequential damages resulting from the use of this information.” 2 NORWEGIAN TUNLLIN E NG SOCIETY PUBLICAO TI N NO. 26 FOREWORD The Norwegian Tunnelling Society NFF is publishing this issue No. 26 in the English Language series for the purpose of sharing with international colleagues, and friends, the experiences of tunnel and cavern construction along with examples of underground use. -
Challenges for Deep Subsea Tunnels Based on Norwegian Experience Bjørn Nilsen1* 1 Professor, Norwegian University of Science and Technology (NTNU), Trondheim, Norway
J of Korean Tunn Undergr Sp Assoc 17(5)563-573(2015) eISSN: 2287-4747 http://dx.doi.org/10.9711/KTAJ.2015.17.5.563 pISSN: 2233-8292 Main challenges for deep subsea tunnels based on norwegian experience Bjørn Nilsen1* 1 Professor, Norwegian University of science and Technology (NTNU), Trondheim, Norway ABSTRACT: For hard rock subsea tunnels the most challenging rock mass conditions are in most cases represented by major faults/weakness zones. Poor stability weakness zones with large water inflow can be particularly problematic. At the pre-construction investigation stage, geological and engineering geological mapping, refraction seismic investigation and core drilling are the most important methods for identifying potentially adverse rock mass conditions. During excavation, continuous engineering geological mapping and probe drilling ahead of the face are carried out, and for the most recent Norwegian subsea tunnel projects, MWD (Measurement While Drilling) has also been used. During excavation, grouting ahead of the tunnel face is carried out whenever required according to the results from probe drilling. Sealing of water inflow by pre-grouting is particularly important before tunnelling into a section of poor rock mass quality. When excavating through weakness zones, a special methodology is normally applied, including spiling bolts, short blast round lengths and installation of reinforced sprayed concrete arches close to the face. The basic aspects of investigation, support and tunnelling for major weakness zones are discussed in this paper and illustrated by cases representing two very challenging projects which were recently completed (Atlantic Ocean tunnel and T-connection), one which is under construction (Ryfast) and one which is planned to be built in the near future (Rogfast).