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2030 PM 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 PM 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 />407 39 609 <br />503 379 67 <br />135 513 369 <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 />4.69 <br />4.69 <br />2 <br />Lilac St NB <br />None <br />7.42 <br />7.42 <br />3 <br />Sunset Ave W B <br />None <br />4.61 <br />4.61 <br />Capacity (veh/hr) <br />Capacity Average VCR <br />Entry Bypass Entry Bypass <br />1144 0.3559 <br />962 0.5228 <br />891 0.1516 <br />95% Queue (veh) <br />Entry Bypass <br />1.53 <br />3.09 <br />0.50 <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 number47 <br />Page 500 of 617 <br />