Bybanen a success in Bergen

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Bybanen a success in Bergen 90 5 904 905 221-222 Light Rail Days, Bergen 14-15 November 2016 Ivar Gubberud, Dirctor of Safety and Quality, Bybanen as

The rolling stock at Bybanen 901 904 10 Variobahn 42m 902 905 903 90 5 18 Variobahn 32m

Bybanen Cooperating organisations Premises Bergen kommune Zoning authority Statens jernbanetilsyn Law & regulations Owner Hordaland County (HFK) Hordaland County Operative units (HFK) Skyss Public transit organization Bybanen AS Operating infrastructure Bybanen utbygging Construction-test Contractors Keolis Norge as Operator passenger traffic Stadler Pankow Operator tram maintenance

Tram system in Growth and decline Bergen: 1897 1965 1897 1932 1939 1950 1965 3 lines - extentions length/dobble track Trolley bus Closure

New workshop, stabling hall and OCC

Built according to standards and state of the art The workshop at Kokstad is based on standards and best practices: VDV Recommendation 823 10/01 on the Design of Depots for LRVs and Tramcars BoStrab rule book Studies of several modern tram depots in Europe has been analyzed and refinated in order to find best possible solutions for Bergen.

The basic ideas Basis ideas for the design is at workshop and depot: Built to meet the known plans and challanges for the future. Rational working methods for employees, ensuring that investment and operating costs are kept as low as possible throughout the lifetime. New challenges accentuated by longer expected life which might call for prolonged effort and an upcoming retirement at age 72.

Efficient construction phase Startup leveling July 2013 Startup groundwork January 2014 Construction time total: 32 months Cost of workshop and depot 1 billion Equiped with state-of the-art tools for effective maintenance

Dimensions for the future Base area Workshop building Administration & OCC Rectifier station Stabling hall 80.000 m2 8.600 m2 3.000 m2 200 m2 13.600 m2 The workshop for 60 trams & vehicles Planed for future expansions Stabling hall for 40 trams of 42 meter OCC dimensioned for future extentions

Testespor / Test Track 36 18 241 17 193 194 247 16 15 240 239 193A 195 198 246 11 245 243 15 37 13 248 249 14 13 12 234 233 238 196A 251 250 11 236 232 191A 196 197 211 Spor til fylling av sand / Sanding 34 Vasking / Washing 231 191 TEGNFORKLARING / LEGEND: 192 Elektrisk styrt sporveksel Motorized turnout Passiv sporveksel Hand operated turnout 212 213 32 218 210 214 215 05 217 216 219 Fremtidige sporveksler Future Turnouts 210 EV-49E1-50-1:3.26-R-600-P 217 EV-49E1-50-1:3.26-L-600-E 219 EV-49E1-50-1:3.26-L-600-E 220 EV-49E1-50-1:3.26-R-2000-E 228 EV-49E1-50-1:3.26-L-600-E 229 EV-49E1-50-1:3.26-L-600-E 230 EV-49E1-50-1:3.26-R-600-E 220 Hjuldreiespor / Wheel Lathe Sirkulasjonsspor / Circulation Track 33 32 08 07 06 05 04 03 02 01 225 228 221 230 223 226 227 224 01D Som Bygget / As Built 01/04/16 IMV BLN DH 01 222 229 35 Sporkryss Diamond Crossing Description Date Drawn By Checked By Approved By Sporveksel nummer Turnout number Spor nummer Track number Sporveksel nummer Turnout number Fremtid spor nummer Future track number Mott MacDonald Informasjonen pådenne tegningen er basert påubekreftet som bygget måledata mottatt fra Entreprenørene. Den kan ikke brukes som en nøyaktig oversikt. Mott MacDonald Limited fraskriver seg ethvert ansvar for eventuelle feil eller utelatelser i tegningene som skyldes feil eller forglemmelser i data, informasjon eller uttalelser som har blitt levert oss fra andre parter, inkludert men ikke begrenset til Entreprenørene ("data"). Mott MacDonald Limited har ikke uavhengig bekreftet datainformasjonen og kan kun anta at disse skal være nøyaktige, fullstendige, pålitelige og oppdatert per dags dato for mottak av informasjonen. The information on this drawing is based on unverified as built measurement data received from Contractors. It cannot be relied upon as an accurate record. Mott MacDonald Limited accepts no responsibility for Kokstad Depot Skjematisk sporplan Kokstad Depot Track Schematic C02 Bybanen Kokstad Workshop And Depot Målestokk @ A1

-from a cramped and temporary workshop on Kronstad -to Europe's most modern tram workshop at Kokstad Some effects of a modern workshop Reduction Increased Increased Increased in number of repair hours maintenance production repair production throughput Reduced "off-line" time for trams Improved working environment More joy at work

Bybanen system Costeffective construction Bybanen has been built as three continous projects based upon the best practices Best practice within project management Delivered within budget, time and quality Competitive performance compared with other countries

Success criterias in Norwegian project management High education in the organization Organization is based on equality Norwegians trust each other Honesty in project communication Flat organizational structures Self driven cooworkers are expected Benefit estimated to at least 25 to 70%

Bybanen is built time- and cost effective Building project Length km Construct time yrs Cost Billion NOK Construct Km/yr Cost Mill / km Relative cost Bybanen BT1-3 20 8 6,4 2,5 320 100 % Utrecht Uithof Tram line Edinburgh, UK Tram line Amsterdam Nordsyd metro line 8 6 4,1 1,3 512 160 % 14 6 8 2,33 571 178 % 10 15 29,2 0,6 2920 912 %

Birkeland bridge Thanks for your attention! Light Rail Days, Bergen 14-15 November 2016 Ivar Gubberud, Dirctor of Safety and Quality, Bybanen as