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Page 1 of 2Report dated 25-Apr-2025 <br />Rodel Version 1.96 <br />Scheme: Lake & Main - Deisgn Year (2045) Scenario 2 <br />Run number 50 <br />Project: Main Street Northwest2045 PM Peak <br />50% Confidence Level <br />Daylight conditions Rodel-Win1 - Full Geometry <br />Operational Results <br />2045 PM Peak - 60 minutes <br />Flows and Capacity <br />Leg Leg Names Bypass <br />Type <br />Flows (veh/hr) <br />Arrival Flow <br />Entry Bypass <br />Opposing Flow <br />Entry Bypass <br />Exit <br />Flow <br />Capacity (veh/hr) <br />Capacity <br />Entry Bypass <br />Average VCR <br />Entry Bypass <br />1 Main St EB None 799 503 935 902 0.8860 <br />2 Lake Dr NB None 1160 533 766 870 1.3332 <br />3 Main St WB None 675 867 536 696 0.9692 <br />4 Lake Dr SB None 470 968 566 656 0.7163 <br />Delays, Queues and Level of Service <br />Leg Leg Names Bypass <br />Type <br />Average Delay (sec) <br />Entry Bypass Leg <br />95% Queue (veh) <br />Entry Bypass <br />Level of Service <br />Entry Bypass Leg <br />1 Main St EB None 27.25 27.25 17.41 D D <br />2 Lake Dr NB None 551.70 551.70 604.70 F F <br />3 Main St WB None 58.67 58.67 28.87 F F <br />4 Lake Dr SB None 17.42 17.42 6.51 C C <br />Page 476 of 679