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2045 PM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Main Street & Access C (2x1) - 2045 Scenario 2 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2045 PM Peak - 60 minutes <br />Flows and Capacity <br />Flows (veh/hr) Capacity (veh/hr) <br />Le Le Names Bypass Arrival Flow Opposing Flow Capacity Average VCR <br />g 9 Type pp g Exit p Y g <br />Entry Bypass Entry Bypass Flow Entry Bypass Entry Bypass <br />1 Access C SB None 140 1143 221 729 0.1921 <br />2 Main St EB None 1038 162 1121 2219 0.4678 <br />3 Access C NB None 206 962 238 798 0.2583 <br />4 Main St W B None 1027 337 831 2032 0.5054 <br />Delays, Queues and Level of Service <br />Bypass <br />Average Delay (sec) <br />95% Queue (veh) <br />Level of Service <br />Leg <br />Leg Names <br />Type <br />Entry Bypass <br />Leg <br />Entry Bypass <br />Entry Bypass <br />Leg <br />1 <br />Access C SB <br />None <br />5.92 <br />5.92 <br />0.66 <br />A <br />A <br />2 <br />Main St EB <br />None <br />3.42 <br />3.42 <br />2.75 <br />A <br />A <br />3 <br />Access C NB <br />None <br />5.87 <br />5.87 <br />0.95 <br />A <br />A <br />4 <br />Main St WB <br />None <br />3.86 <br />3.86 <br />3.10 <br />A <br />A <br />Report dated 29-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 54 <br />Page 424 of 617 <br />