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2045 PM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Lake & Main - Deisgn Year (2045) Scenario 2 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 PM Peak - 60 minutes <br />Flows and Capacity <br />Bypass <br />Leg <br />Leg Names <br />Arrival Flow <br />Type <br />Entry Bypass <br />1 <br />Main St EB <br />None <br />799 <br />2 <br />Lake Dr NB <br />None <br />1160 <br />3 <br />Main St W B <br />None <br />675 <br />4 <br />Lake Dr SB <br />None <br />470 <br />Delays, Queues and Level of Service <br />Flows (veh/hr) <br />Opposing Flow <br />Entry Bypass <br />503 <br />533 <br />867 <br />968 <br />Bypass <br />Average Delay (sec) <br />Leg <br />Leg Names <br />Type <br />Entry Bypass <br />Leg <br />1 <br />Main St EB <br />None <br />27.25 <br />27.25 <br />2 <br />Lake Dr NB <br />None <br />551.70 <br />551.70 <br />3 <br />Main St WB <br />None <br />58.67 <br />58.67 <br />4 <br />Lake Dr SB <br />None <br />17.42 <br />17.42 <br />Exit <br />Flow <br />935 <br />766 <br />536 <br />566 <br />Capacity (veh/hr) <br />Capacity Average VCR <br />Entry Bypass Entry Bypass <br />902 0.8860 <br />870 1.3332 <br />696 0.9692 <br />656 0.7163 <br />95% Queue (veh) <br />Entry Bypass <br />17.41 <br />604.70 <br />28.87 <br />6.51 <br />Level of Service <br />Entry Bypass Leg <br />D D <br />F F <br />F F <br />C C <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 50 <br />Page 448 of 617 <br />