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2045 PM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Main Street & 4th Ave - 2045 Scenario 2 Mitigation <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 PM Peak - 60 minutes <br />Flows and Capacity <br />Flows (veh/hr) <br />Capacity (veh/hr) <br />Le g <br />Le Names <br />g <br />Bypass <br />Type <br />Arrival Flow <br />Opposing Flow <br />pp g <br />Exit <br />Capacity Average VCR <br />p Y g <br />None <br />Entry Bypass <br />227 <br />Entry Bypass <br />965 <br />Flow <br />358 <br />Entry Bypass Entry Bypass <br />797 0.2850 <br />1 4th Ave SB <br />2 <br />Main St EB <br />None <br />842 <br />188 <br />1004 <br />2191 0.3843 <br />3 <br />4th Ave NB <br />None <br />235 <br />848 <br />182 <br />841 0.2794 <br />4 <br />Main St W B <br />None <br />993 <br />330 <br />753 <br />2039 0.4869 <br />Delays, Queues and Level of Service <br />Bypass <br />Average Delay (sec) <br />Leg <br />Leg Names <br />Type <br />Entry Bypass <br />Leg <br />1 <br />4th Ave SB <br />None <br />6.09 <br />6.09 <br />2 <br />Main St EB <br />None <br />3.05 <br />3.05 <br />3 <br />4th Ave NB <br />None <br />5.73 <br />5.73 <br />4 <br />Main St WB <br />None <br />3.69 <br />3.69 <br />95% Queue (veh) <br />Entry Bypass <br />1.09 <br />1.99 <br />1.06 <br />2.87 <br />Level of Service <br />Entry Bypass Leg <br />A A <br />A A <br />A A <br />A A <br />Report dated 29-Apr-2025 <br />Rodel Version 1.96 Run number 51 <br />Page 1 of 2 <br />Page 400 of 617 <br />