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Page 1 of 2Report dated 29-Apr-2025 <br />Rodel Version 1.96 <br />Scheme: Main Street & Access C (2x1) - 2045 Scenario 2 <br />Run number 50 <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 Access C SB None 189 766 71 872 0.2166 <br />2 Main St EB None 699 169 786 2212 0.3161 <br />3 Access C NB None 277 792 76 862 0.3212 <br />4 Main St WB None 540 297 772 2075 0.2603 <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 Access C SB None 5.15 5.15 1.06 A A <br />2 Main St EB None 2.48 2.48 1.81 A A <br />3 Access C NB None 6.08 6.08 1.93 A A <br />4 Main St WB None 2.45 2.45 1.38 A A <br />Page 450 of 679