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2045 AM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Sunset & Lilac - 2045 Scenario 2 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 AM 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 />992 127 332 <br />302 165 937 <br />192 267 201 <br />Delays, Queues and Level of Service <br />Capacity (veh/hr) <br />Capacity Average VCR <br />Entry Bypass Entry Bypass <br />1075 0.9224 <br />1075 0.2808 <br />1022 0.1879 <br />Bypass <br />Average Delay (sec) <br />95% Queue (veh) <br />Level of Service <br />Leg Leg Names <br />Type <br />Entry Bypass Leg <br />52.22 52.22 <br />Entry Bypass <br />88.29 <br />Entry Bypass Leg <br />F F <br />1 Sunset Ave SB <br />None <br />2 Lilac St NB <br />None <br />4.48 4.48 <br />1.37 <br />A A <br />3 Sunset Ave W B <br />None <br />4.19 4.19 <br />0.81 <br />A A <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 74 <br />Page 514 of 617 <br />