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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 47 <br />Project: Main Street Northwest2045 AM Peak <br />50% Confidence Level <br />Daylight conditions Rodel-Win1 - Full Geometry <br />Operational Results <br />2045 AM 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 836 619 458 814 1.0272 <br />2 Lake Dr NB None 375 497 921 836 0.4485 <br />3 Main St WB None 503 451 421 888 0.5661 <br />4 Lake Dr SB None 452 625 329 742 0.6092 <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 105.68 105.68 86.03 F F <br />2 Lake Dr NB None 6.91 6.91 2.23 A A <br />3 Main St WB None 8.44 8.44 3.91 A A <br />4 Lake Dr SB None 10.27 10.27 4.58 B B <br />Page 474 of 679