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2030 AM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Sunset & Lilac - 2030 Scenario 1 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2030 AM Peak - 60 minutes <br />Flows and Capacity <br />Bypass <br />Leg <br />Leg Names <br />Type <br />1 <br />Sunset Ave SB <br />None <br />2 <br />Lilac St NB <br />None <br />3 <br />Sunset Ave W B <br />None <br />Flows (veh/hr) <br />Arrival Flow Opposing Flow Exit <br />Entry Bypass Entry Bypass Flow <br />667 44 273 <br />193 652 59 <br />78 239 606 <br />Delays, Queues and Level of Service <br />Bypass <br />Average Delay (sec) <br />Leg <br />Leg Names <br />Type <br />Entry Bypass <br />Leg <br />1 <br />Sunset Ave SB <br />None <br />8.17 <br />8.17 <br />2 <br />Lilac St NB <br />None <br />5.79 <br />5.79 <br />3 <br />Sunset Ave W B <br />None <br />3.63 <br />3.63 <br />Capacity (veh/hr) <br />Capacity Average VCR <br />Entry Bypass Entry Bypass <br />1077 <br />0.6195 <br />806 <br />0.2394 <br />1036 <br />0.0753 <br />95% Queue (veh) <br />Entry Bypass <br />6.68 <br />1.27 <br />0.28 <br />Level of Service <br />Entry Bypass Leg <br />A A <br />A A <br />A A <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number44 <br />Page 498 of 617 <br />