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2030 PM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Lake & Main - Opening Year (2030) Scenario 1 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2030 PM Peak - 60 minutes <br />Flows and Capacity <br />Flows (veh/hr) <br />Capacity (veh/hr) <br />Le g <br />Le Names <br />g <br />Bypass <br />Type <br />Arrival Flow <br />Opposing Flow <br />pp g <br />Exit <br />Capacity Average VCR <br />p Y g <br />None <br />Entry Bypass <br />571 <br />Entry Bypass <br />395 <br />Flow <br />733 <br />Entry Bypass Entry Bypass <br />958 0.5959 <br />1 Main St EB <br />2 <br />Lake Dr NB <br />None <br />825 <br />418 <br />548 <br />929 0.8882 <br />3 <br />Main St W B <br />None <br />527 <br />753 <br />487 <br />755 0.6980 <br />4 <br />Lake Dr SB <br />None <br />358 <br />770 <br />510 <br />760 0.4709 <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 />Main St EB <br />None <br />8.72 <br />8.72 <br />2 <br />Lake Dr NB <br />None <br />25.27 <br />25.27 <br />3 <br />Main St WB <br />None <br />13.98 <br />13.98 <br />4 <br />Lake Dr SB <br />None <br />8.50 <br />8.50 <br />95% Queue (veh) <br />Entry Bypass <br />3.92 <br />16.68 <br />5.99 <br />2.43 <br />Level of Service <br />Entry Bypass Leg <br />A A <br />D D <br />B B <br />A A <br />Report dated 25-Apr-2025 <br />Rodel Version 1.96 Run number 32 <br />Page 1 of 2 <br />Page 432 of 617 <br />