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MODERNISATION OF RUE NOTRE-DAME

MODERNISATION OF RUE NOTRE-DAME. Designed to be viewed as a slideshow on Microsoft Powerpoint or Powerpoint Viewer . See the included notes by selecting Notes Page in the View menu. Presented at the 19 th International EMME/2 Users’ Conference Seattle, WA October 21, 2005 Pascal Volet

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MODERNISATION OF RUE NOTRE-DAME

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  1. MODERNISATION OF RUE NOTRE-DAME Designed to be viewed as a slideshow on Microsoft Powerpoint or Powerpoint Viewer. See the included notes by selecting Notes Page in the View menu. Presented at the 19th International EMME/2 Users’ Conference Seattle, WA October 21, 2005 Pascal Volet Christian Letarte Ville de Montreal presented by Shane Velan INRO images provided courtesy of Ministère des Transports du Québec/Ville de Montreal

  2. Setting Setting • Congested riverfront corridor with 3 sections • Sainte-Marie highway-arterial transition zone • Hochelaga-Maisonneuve arterial • Assomption-Souligny arterial residential neighbourhood parks and recreation rail underpass tunnel to downtown bridge underpass Port of Montreal images provided courtesy of Ministère des Transports du Québec/Ville de Montreal

  3. Objectives • dual-purpose facility • peak-period throughway • off-peak speed-controlled accessway • multi-modal • safety • public space • economic development • traffic management • contraints • capacity • environmental impact • noise limits • cost-containment

  4. At-grade Hochelaga-Maisonneuve section images provided courtesy of Ministère des Transports du Québec/Ville de Montreal

  5. Linear Park: Hochelaga-Maisonneuve section images provided courtesy of Ministère des Transports du Québec/Ville de Montreal

  6. Intersection design: Hochelaga-Maisonneuve section images provided courtesy of Ministère des Transports du Québec/Ville de Montreal

  7. Sunken Hochelaga-Maisonneuve section parks connected 3 overpasses images provided courtesy of Ministère des Transports du Québec/Ville de Montreal

  8. Network

  9. Network Size

  10. Quarterly Work Plan • March to May 2005 • coded signal timing • coded network geometry • June to August 2005 • assembled demand data • verified intersection geometry • calibrated base scenario • September to November 2005 • coded variants on the Sainte-Marie sector • continued calibration

  11. Intersection spreadsheet Signal timing plans • electro-mechancal signal controls • AM & PM fixed timing plans • 330 signalized intersections • 120 stop-controlled intersections • signal timings • lane configurations Visual Basic scripts • generate ASCII file for intersections • generate ASCII format for traffic counts • rotate network from diagonal to horizontal • change the number of lanes between the AM and PM periods • log network modifications

  12. Demonstration • Node inputs • Link inputs • Network validation • Simulation results

  13. Convergence / AM Base scenario

  14. Convergence / AM Future scenario option D, version 4

  15. Link counts

  16. Link counts

  17. Simulated versus observed volumes for the AM Base scenario

  18. Simulated versus observed volumes for the PM Base scenario

  19. Travel time survey routes

  20. Preliminary results / travel time for the AM Base scenario St-Laurent, from Notre-Dame to Rachel Observed: 7 min 10 sec Dynameq : 8 min 48 sec

  21. Preliminary results / travel time for the AM Base scenario St-Urbain, from Rachel to Notre-Dame Observed: 9 min 10 sec Dynameq : 10 min 26 sec

  22. Preliminary results / travel time for the AM Base scenario Sherbrooke East, from Guy to St-Laurent Observed: 8 min 02 sec Dynameq : 7 min 22 sec

  23. Preliminary results / travel time for the AM Base scenario Sherbrooke East, from St-Laurent to Iberville Observed: 8 min 28 sec Dynameq : 8 min 23 sec

  24. MODERNISATION OF RUE NOTRE-DAME Presented at the 19th International EMME/2 Users’ Conference Seattle, WA October 21, 2005 Pascal Volet Christian Letarte Ville de Montreal presented by Shane Velan INRO

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