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2030 AM 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 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 />560 <br />Entry Bypass <br />480 <br />Flow <br />335 <br />Entry Bypass Entry Bypass <br />888 0.6308 <br />1 Main St EB <br />2 <br />Lake Dr NB <br />None <br />267 <br />393 <br />647 <br />887 0.3010 <br />3 <br />Main St W B <br />None <br />409 <br />329 <br />331 <br />951 0.4299 <br />4 <br />Lake Dr SB <br />None <br />338 <br />477 <br />261 <br />812 0.4161 <br />Delays, Queues and Level of Service <br />Bypass <br />Average Delay (sec) <br />95% Queue (veh) <br />Level of Service <br />Leg <br />Leg Names <br />Type <br />Entry Bypass <br />10.12 <br />Leg <br />10.12 <br />Entry Bypass <br />Entry Bypass <br />B <br />Leg <br />B <br />1 Main St EB <br />None <br />5.59 <br />2 <br />Lake Dr NB <br />None <br />5.29 <br />5.29 <br />1.23 <br />A <br />A <br />3 <br />Main St WB <br />None <br />6.13 <br />6.13 <br />2.24 <br />A <br />A <br />4 <br />Lake Dr SB <br />None <br />6.60 <br />6.60 <br />2.02 <br />A <br />A <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 28 <br />Page 430 of 617 <br />