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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 1 <br />Run number 41 <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 189 902 74 821 0.2303 <br />2 Main St EB None 695 163 928 2218 0.3134 <br />3 Access C NB None 277 789 69 864 0.3207 <br />4 Main St WB None 670 306 760 2065 0.3244 <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 5.61 5.61 1.19 A A <br />2 Main St EB None 2.50 2.50 1.81 A A <br />3 Access C NB None 6.07 6.07 1.93 A A <br />4 Main St WB None 2.64 2.64 1.91 A A <br />Page 446 of 679