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2030 AM 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 AM 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 <br />Opposing Flow <br />pp g <br />Exit <br />Capacity Average VCR <br />p Y g <br />None <br />Entry Bypass <br />80 <br />Entry Bypass <br />400 <br />Flow <br />26 <br />Entry <br />953 <br />Bypass Entry Bypass <br />0.0839 <br />1 Access C SB <br />2 <br />Main St EB <br />None <br />495 <br />89 <br />391 <br />1117 <br />0.4430 <br />3 <br />Access C NB <br />None <br />103 <br />545 <br />39 <br />877 <br />0.1175 <br />4 <br />Main St W B <br />None <br />342 <br />84 <br />564 <br />1120 <br />0.3053 <br />Delays, Queues and Level of Service <br />Leg Leg Names Bypass <br />Type <br />1 Access C SB None <br />Average Delay (sec) <br />Entry Bypass Leg <br />3.99 3.99 <br />95% Queue (veh) <br />Entry Bypass <br />0.32 <br />Level of Service <br />Entry Bypass Leg <br />A <br />A <br />2 <br />Main St EB <br />None <br />5.62 <br />5.62 <br />3.05 <br />A <br />A <br />3 <br />Access C NB <br />None <br />4.52 <br />4.52 <br />0.49 <br />A <br />A <br />4 <br />Main St WB <br />None <br />4.46 <br />4.46 <br />1.56 <br />A <br />A <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 18 <br />Page 406 of 617 <br />