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2045 AM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Main Street & Access C - 2045 Scenario 1 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 AM Peak - 60 minutes <br />Flows and Capacity <br />Flows (veh/hr) <br />Leg <br />Leg Names <br />Bypass <br />Arrival Flow <br />Opposing Flow <br />None <br />Entry Bypass <br />189 <br />Entry Bypass <br />902 <br />1 Access C SB <br />2 <br />Main St EB <br />None <br />695 <br />163 <br />3 <br />Access C NB <br />None <br />277 <br />789 <br />4 <br />Main St W B <br />None <br />670 <br />306 <br />Delays, Queues and Level of Service <br />Capacity (veh/hr) <br />Exit <br />Capacity <br />Average VCR <br />Flow <br />Entry Bypass <br />Entry Bypass <br />74 <br />688 <br />0.2746 <br />928 <br />1078 <br />0.6445 <br />69 <br />748 <br />0.3703 <br />760 <br />1003 <br />0.6680 <br />Leg <br />1 <br />Leg Names <br />Access C SB <br />Bypass <br />Type <br />None <br />Average Delay (sec) <br />Entry Bypass <br />7.31 <br />Leg <br />7.31 <br />95% Queue (veh) <br />Entry Bypass <br />1.73 <br />Level of Service <br />Entry Bypass <br />Leg <br />A <br />A <br />2 <br />Main St EB <br />None <br />9.80 <br />9.80 <br />9.07 <br />A <br />A <br />3 <br />Access C NB <br />None <br />7.82 <br />7.82 <br />2.76 <br />A <br />A <br />4 <br />Main St WB <br />None <br />11.93 <br />11.93 <br />11.56 <br />B <br />B <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 24 <br />Page 410 of 617 <br />