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2045 AM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Lake & Main - Deisgn Year (2045) Scenario 1 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 AM 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 />829 <br />2 <br />Lake Dr NB <br />None <br />373 <br />3 <br />Main St W B <br />None <br />503 <br />4 <br />Lake Dr SB <br />None <br />451 <br />Delays, Queues and Level of Service <br />Flows (veh/hr) <br />Opposing Flow <br />Entry Bypass <br />618 <br />497 <br />448 <br />623 <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 />98.60 <br />98.60 <br />2 <br />Lake Dr NB <br />None <br />6.89 <br />6.89 <br />3 <br />Main St WB <br />None <br />8.41 <br />8.41 <br />4 <br />Lake Dr SB <br />None <br />10.20 <br />10.20 <br />Exit <br />Flow <br />456 <br />917 <br />422 <br />329 <br />Capacity (veh/hr) <br />Capacity Average VCR <br />Entry Bypass Entry Bypass <br />814 1.0179 <br />836 0.4461 <br />890 0.5654 <br />743 0.6070 <br />95% Queue (veh) <br />Entry Bypass <br />80.92 <br />2.21 <br />3.90 <br />4.54 <br />Level of Service <br />Entry Bypass Leg <br />F F <br />A A <br />A A <br />B B <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number41 <br />Page 442 of 617 <br />