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2030 PM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Main Street & Access C - 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) Capacity (veh/hr) <br />Le Le Names Bypass Arrival Flow Opposing Flow Capacity Average VCR <br />g g Type pp g Exit p Y g <br />Entry Bypass Entry Bypass Flow Entry Bypass Entry Bypass <br />1 Access C SB None 107 804 140 740 0.1446 <br />2 Main St EB None 666 174 737 1073 0.6209 <br />3 Access C NB None 115 700 140 795 0.1447 <br />4 Main St W B None 760 184 631 1067 0.7121 <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 />Leg <br />Entry Bypass <br />Entry Bypass <br />Leg <br />1 <br />Access C SB <br />None <br />5.51 <br />5.51 <br />0.47 <br />A <br />A <br />2 <br />Main St EB <br />None <br />8.28 <br />8.28 <br />4.30 <br />A <br />A <br />3 <br />Access C NB <br />None <br />5.13 <br />5.13 <br />0.46 <br />A <br />A <br />4 <br />Main St WB <br />None <br />10.71 <br />10.71 <br />6.37 <br />B <br />B <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 15 <br />Page 404 of 617 <br />