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2045 PM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Lake & Main - Design Year (2045) No -Build <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 PM Peak - 60 minutes <br />Flows and Capacity <br />Bypass <br />Leg <br />Leg Names <br />Arrival Flow <br />Type <br />Entry Bypass <br />1 <br />Main St EB <br />None <br />523 <br />2 <br />Lake Dr NB <br />None <br />820 <br />3 <br />Main St W B <br />None <br />590 <br />4 <br />Lake Dr SB <br />None <br />386 <br />Delays, Queues and Level of Service <br />Flows (veh/hr) <br />Opposing Flow <br />Entry Bypass <br />473 <br />447 <br />707 <br />714 <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 />8.59 <br />8.59 <br />2 <br />Lake Dr NB <br />None <br />27.15 <br />27.15 <br />3 <br />Main St WB <br />None <br />16.40 <br />16.40 <br />4 <br />Lake Dr SB <br />None <br />8.46 <br />8.46 <br />Exit <br />Flow <br />627 <br />549 <br />557 <br />583 <br />Capacity (veh/hr) <br />Capacity Average VCR <br />Entry Bypass Entry Bypass <br />917 0.5701 <br />914 0.8971 <br />779 0.7576 <br />790 0.4888 <br />95% Queue (veh) <br />Entry Bypass <br />3.55 <br />17.85 <br />7.88 <br />2.60 <br />Level of Service <br />Entry Bypass Leg <br />A A <br />D D <br />C C <br />A A <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 25 <br />Page 440 of 617 <br />