Ringerike Line and E16 Highway Morten Klokkersveen, Project Director - PowerPoint PPT Presentation

Joint Rail and Road Project Ringerike Line and E16 Highway Morten Klokkersveen, Project Director

Information is correct as of 10 May 2017, but may be subject to change. Agenda - Ringerike Line and E16 Highway • Introduction to the project, Morten Klokkersveen, Project Director • Section Highlights ‒ Sandvika/Jong – Sundvollen, Lise Backer, Project Manager S1 ‒ Sundvollen/Høgkastet – Bymoen, Nina Rongved, Project Manager S3 ‒ Bymoen – Styggedalen, Gørild Malm Kristiansen, Project Manger S4 ‒ Styggedalen – Ve/Hønefoss, Ivar Olsen, Project Manager S5 • Preliminary Contract Strategy, Natalia Bakken, Head of Contracts and Procurement FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Ringerike Line and E16 Highway Introduction to the project • Project Scope and Schedule • Progress to date and activities going forward • Presentation of Model FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Ringerike Line and E16 Highway Organisation 4 sections during planning and engineering • Sandvika – Sundvollen , Lise Backer, Project Manager S1 • Sundvollen/Høgkastet – Bymoen , Nina Rongved, Project Manager S3 • Bymoen – Styggedalen , Gørild Malm Kristiansen, Project Manger S4 • Styggedalen – Ve/Hønefoss , Ivar Olsen, Project Manager S5 4 technical and commercial departments • Railway and Road engineering and construction , Terje A. Vik • Public planning and relations , Knut Sørgaard • Contracts and procurement , Natalia Bakken • Economics and project control, Hilde Bekier-Larssen FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Ringerike Line and E16 Highway Full digital engineering (BIM) – NO drawings Illustration: Jernbaneverket Based on a figure in British Government BIM Strategy FELLESPROSJEKTET RINGERIKSBANEN OG E16

Section 1, Sandvika/Jong- Sundvollen Ringerike Line and E16 Highway Lise Backer, Project Manager

Information is correct as of 10 May 2017, but may be subject to change. Sandvika/Jong – Sundvollen Highlights Section 1 • 23 km double track Railway Tunnel Total cross section 180 m 2 • Total muck production 8,0 mill. m 3 • • 400.000 truck loads • Crosses under valuable forest area • Overburden up to 350m • Connecting to excising tunnel at Jong FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Section 1 Jong - Sundvollen FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Tunnel concept Two tunnel tubes; one double track tunnel with a parallel escape and service tunnel FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Connection to existing Tanum tunnel at Jong FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Firefighting point FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Geological cross section FELLESPROSJEKTET RINGERIKSBANEN OG E16

Section 3 Høgkastet/Sundvollen-Bymoen Ringerike Line and E16 Highway Nina Rongved, Project Manager

Information is correct as of 10 May 2017, but may be subject to change. Section 3 Høgkastet/Sundvollen - Bymoen . 3 FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Høgkastet/Sundvollen - Bymoen 1. Tunnels with low overburden/soil 1. through urban areas (cut and cover) 2. Crossing of the lake Tyrifjorden with a highway bridge . 3. Railway station at Sundvollen including city and hub 3 development 2. 3. FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Tunnels with low overburden/soil through urban areas • As premises for the project, rail and road should pass in tunnels under the village of Vik • There will be three separate tunnels of approximately 3,2 km each, partly constructed in rock and partly in soil FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Tunnels with low overburden/soil through urban areas • The geology between Kroksund and Bymoen consists mainly of interlayered shales, sandstones and limestones • Large parts are covered by marine deposits of various depths. Site investigations have revealed soil conditions consisting of either silty clay or sand with layers of clay and silt underneath a dry crust of clay. There are also local inclusions of quick clay throughout the area. 3 areas are covered by thick soil deposits varying between 20 and 43 m Soil area 2 Soil area 1 Soil area 0 FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Tunnels with low overburden/soil through urban areas • In the two northern areas with complex ground conditions, where the areas are covered by thick soil deposits, technical good solutions will be of great importance • Optimal solutions proposed by the suppliers may be considered FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Crossing of the lake Tyrifjorden with a highway bridge • 640 m 4-line highway bridge • Intersection at Elstangen with bridges and roundabouts for local roads and pedestrians FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Railway station at Sundvollen including city and hub development The following principles are the bases for the recommendation of location, including design of the station: • Platform and tracks to be 10 m above the normal water level in the lake • Public transportation hub at the same height level as today's E16 • 5 meters spacing between railway bridge and ground level to secure free movements below the railroad FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Railway station at Sundvollen including city and hub development • Railway station with platforms, public room, stairs, elevators etc. • 1 000 000 m3 rock fillings in the lake Tyrifjorden • 770 m railway bridge FELLESPROSJEKTET RINGERIKSBANEN OG E16

Section 4 Bymoen-Styggedalen Ringerike Line and E16 Highway Gørild Malm Kristiansen, Project Manager

Information is correct as of 10 May 2017, but may be subject to change. Section 4 Bymoen - Styggedalen Crossing unique wetlands and high value nature resorts Protected areas by national and international laws FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Bymoen - Styggedalen Styggedalen • 8 km of joint line for Rail- and Highway • Many cuts and embankments Prestemoen • In total up to 2,3 km bridges of variable sizes • Challenging geotechnical conditions Mælingen • 2 highway intersections at Helgelandsmoen Helgelandsmoen and Styggedalen Bymoen FELLESPROSJEKTET RINGERIKSBANEN OG E16

Bymoen – Helgelandsmoen • 1 km cut • Bridges • 2 km embankments • Pre-load in order to consolidate existing ground • Highway intersection FELLESPROSJEKTET RINGERIKSBANEN OG E16

Bridge over Storelva (samples for illustration only) Main characteristics: • Untouched river and riverbanks • 145 m minimum span • 8 m clearance to river FELLESPROSJEKTET RINGERIKSBANEN OG E16

Alternative 1: 2 bridges in combination with 600 m embankment over Mælingen Challenging ground conditions. Typically 70-130 m soil depth to solid rock. FELLESPROSJEKTET RINGERIKSBANEN OG E16

Alternative 2: One long bridge over Mælingen Challenging ground conditions. Typically 70-130 m soil depth to solid rock. FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Prestemoen - Styggedalen • Terrain with some crossing ravines • Highway intersection • Ground improvement with lime columns at Korsdalen FELLESPROSJEKTET RINGERIKSBANEN OG E16

Information is correct as of 10 May 2017, but may be subject to change. Preliminary key figures Constructions (highway and railway) • Bridge with 145 m span over Storelva • Bridges across Mælingen ‒ Alt. 1: 450 m + 900 m ‒ Alt. 2: 1760 m • Estimated concrete volumes for section 4 ‒ Alt 1: 100 000 m³ ‒ Alt 2 : 140 000 m³ Substructures (highway and railway) • 2 400 000 pam³ transfer of rock from the tunnels FELLESPROSJEKTET RINGERIKSBANEN OG E16

Section 5 Styggedalen-Ve/Hønefoss Ringerike Line and E16 Highway Ivar Olsen, Project Manager

Information is correct as of 10 May 2017, but may be subject to change. Section 5 Styggedalen - Ve/Hønefoss • Complete rebuild of Hønefoss railway station • Train parking for up to 8 x 220 m trains • New Highway from Styggedalen to Ve • New intersection at Ve • Approximately 15 constructions where 4 concrete tunnels is longer than 200 m • 2 mill m³ of mass deficit. Tunnel masses are expected to be used FELLESPROSJEKTET RINGERIKSBANEN OG E16