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2030 AM Peak <br />50% Confidence Level <br />Daylight conditions <br />Project: Main Street Northwest <br />Scheme: Main Street & Access C - 2030 Scenario 1 <br />Rodel-Winl - Full Geometry <br />Operational Results <br />2030 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 />137 <br />Entry Bypass <br />446 <br />1 Access C SB <br />2 <br />Main St EB <br />None <br />472 <br />127 <br />3 <br />Access C NB <br />None <br />149 <br />556 <br />4 <br />Main St W B <br />None <br />341 <br />148 <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 />43 <br />929 <br />0.1475 <br />456 <br />1097 <br />0.4301 <br />43 <br />871 <br />0.1711 <br />557 <br />1086 <br />0.3139 <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 />4.41 <br />4.41 <br />0.62 <br />A <br />A <br />2 <br />Main St EB <br />None <br />5.60 <br />5.60 <br />2.90 <br />A <br />A <br />3 <br />Access C NB <br />None <br />4.86 <br />4.86 <br />0.77 <br />A <br />A <br />4 <br />Main St WB <br />None <br />4.67 <br />4.67 <br />1.66 <br />A <br />A <br />Report dated 25-Apr-2025 Page 1 of 2 <br />Rodel Version 1.96 Run number 12 <br />Page 402 of 617 <br />