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2045 AM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Main Street & Access C (2x1) - 2045 Scenario 2 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 AM Peak - 60 minutes <br />Flows and Capacity <br />Flows (veh/hr) <br />Leg <br />Leg Names <br />Bypass <br />Arrival Flow <br />Opposing Flow <br />None <br />Entry Bypass <br />189 <br />Entry Bypass <br />766 <br />1 Access C SB <br />2 <br />Main St EB <br />None <br />699 <br />169 <br />3 <br />Access C NB <br />None <br />277 <br />792 <br />4 <br />Main St W B <br />None <br />540 <br />297 <br />Delays, Queues and Level of Service <br />Capacity (veh/hr) <br />Exit <br />Capacity <br />Average VCR <br />Flow <br />Entry Bypass <br />Entry Bypass <br />71 <br />872 <br />0.2166 <br />786 <br />2212 <br />0.3161 <br />76 <br />862 <br />0.3212 <br />772 <br />2075 <br />0.2603 <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 />5.15 <br />5.15 <br />1.06 <br />A <br />A <br />2 <br />Main St EB <br />None <br />2.48 <br />2.48 <br />1.81 <br />A <br />A <br />3 <br />Access C NB <br />None <br />6.08 <br />6.08 <br />1.93 <br />A <br />A <br />4 <br />Main St WB <br />None <br />2.45 <br />2.45 <br />1.38 <br />A <br />A <br />Report dated 29-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 50 <br />Page 422 of 617 <br />