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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 2 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2030 PM Peak - 60 minutes <br />Flows and Capacity <br />Flows (veh/hr) <br />Capacity (veh/hr) <br />Le g <br />Le Names <br />9 <br />Bypass <br />Type <br />Arrival Flow Opposing Flow <br />pp g <br />Exit <br />Capacity <br />p Y <br />Average VCR <br />g <br />Entry <br />Bypass Entry Bypass <br />Flow <br />Entry Bypass <br />Entry <br />Bypass <br />1 <br />Access C SB <br />None <br />62 <br />778 <br />84 <br />754 <br />0.0823 <br />2 <br />Main St EB <br />None <br />615 <br />133 <br />707 <br />1094 <br />0.5620 <br />3 <br />Access C NB <br />None <br />80 <br />622 <br />126 <br />836 <br />0.0957 <br />4 <br />Main St WB <br />None <br />760 <br />102 <br />600 <br />1111 <br />0.6843 <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 <br />Bypass Leg <br />Entry <br />Bypass <br />Entry <br />Bypass <br />Leg <br />A <br />A <br />1 Access C SB None <br />5.05 5.05 <br />0.25 <br />2 <br />Main St EB <br />None <br />7.09 <br />7.09 <br />3.39 <br />A <br />A <br />3 <br />Access C NB <br />None <br />4.63 <br />4.63 <br />0.29 <br />A <br />A <br />4 <br />Main St WB <br />None <br />9.47 <br />9.47 <br />5.60 <br />A <br />A <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 21 <br />Page 408 of 617 <br />