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2045 PM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Main Street & Access C - 2045 Scenario 2 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 PM 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 />110 <br />Entry Bypass <br />1069 <br />1 Access C SB <br />2 <br />Main St EB <br />None <br />1038 <br />182 <br />3 <br />Access C NB <br />None <br />176 <br />974 <br />4 <br />Main St W B <br />None <br />1027 <br />283 <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 />218 <br />600 <br />0.1833 <br />996 <br />1068 <br />0.9717 <br />234 <br />650 <br />0.2708 <br />867 <br />1015 <br />1.0119 <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 />7.08 <br />7.08 <br />0.61 <br />A <br />A <br />2 <br />Main St EB <br />None <br />48.57 <br />48.57 <br />37.52 <br />E <br />E <br />3 <br />Access C NB <br />None <br />7.30 <br />7.30 <br />1.02 <br />A <br />A <br />4 <br />Main St WB <br />None <br />77.25 <br />77.25 <br />60.69 <br />F <br />F <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 34 <br />Page 416 of 617 <br />