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2045 AM 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 AM 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 />464 <br />Entry Bypass <br />574 <br />Flow <br />323 <br />Entry Bypass Entry Bypass <br />838 0.5537 <br />1 Main St EB <br />2 <br />Lake Dr NB <br />None <br />267 <br />400 <br />638 <br />883 0.3022 <br />3 <br />Main St W B <br />None <br />476 <br />306 <br />361 <br />963 0.4942 <br />4 <br />Lake Dr SB <br />None <br />391 <br />506 <br />276 <br />799 0.4894 <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 />8.97 <br />8.97 <br />2 <br />Lake Dr NB <br />None <br />5.32 <br />5.32 <br />3 <br />Main St WB <br />None <br />6.77 <br />6.77 <br />4 <br />Lake Dr SB <br />None <br />7.55 <br />7.55 <br />95% Queue (veh) <br />Entry Bypass <br />4.03 <br />1.24 <br />2.92 <br />2.73 <br />Level of Service <br />Entry Bypass Leg <br />A A <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 number 20 <br />Page 438 of 617 <br />