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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 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
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
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
At-grade Hochelaga-Maisonneuve section images provided courtesy of Ministère des Transports du Québec/Ville de Montreal
Linear Park: Hochelaga-Maisonneuve section images provided courtesy of Ministère des Transports du Québec/Ville de Montreal
Intersection design: Hochelaga-Maisonneuve section images provided courtesy of Ministère des Transports du Québec/Ville de Montreal
Sunken Hochelaga-Maisonneuve section parks connected 3 overpasses images provided courtesy of Ministère des Transports du Québec/Ville de Montreal
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
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
Demonstration • Node inputs • Link inputs • Network validation • Simulation results
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
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
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
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
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