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Page 1 of 2Report dated 25-Apr-2025 <br />Rodel Version 1.96 <br />Scheme: Lake & Main - Opening Year (2030) Scenario 2 <br />Run number 38 <br />Project: Main Street Northwest2030 PM Peak <br />50% Confidence Level <br />Daylight conditions Rodel-Win1 - Full Geometry <br />Operational Results <br />2030 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 571 395 733 958 0.5959 <br />2 Lake Dr NB None 825 418 548 929 0.8882 <br />3 Main St WB None 527 753 487 755 0.6980 <br />4 Lake Dr SB None 358 770 510 760 0.4709 <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 8.72 8.72 3.92 A A <br />2 Lake Dr NB None 25.27 25.27 16.68 D D <br />3 Main St WB None 13.98 13.98 5.99 B B <br />4 Lake Dr SB None 8.50 8.50 2.43 A A <br />Page 464 of 679