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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 1 <br />Run number 41 <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 829 618 456 814 1.0179 <br />2 Lake Dr NB None 373 497 917 836 0.4461 <br />3 Main St WB None 503 448 422 890 0.5654 <br />4 Lake Dr SB None 451 623 329 743 0.6070 <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 98.60 98.60 80.92 F F <br />2 Lake Dr NB None 6.89 6.89 2.21 A A <br />3 Main St WB None 8.41 8.41 3.90 A A <br />4 Lake Dr SB None 10.20 10.20 4.54 B B <br />Page 470 of 679