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Figure 16 — Roundabout Capacity Analysis — Year 2040 — Yield Plan <br />1600 <br />1400 <br />Over Capacity <br />1200 <br />Traffic Impact Study <br />Robinson Property <br />LEGEND <br />RAB APPROACH: <br />0 AM PEAK <br />PM PEAK <br />L <br />a <br />1000 <br />_ _ _ _ _ _ _ _ _ <br />Capacity of one entry or right lane of <br />-lane <br />two-lane entry againsttwo conflicting lanes <br />800 <br />a� <br />60 <br />600 <br />1�� <br />Capacity of either lane of two-lane <br />P <br />EB AB <br />�d� entry against one conflicting lane <br />CL <br />CL <br />"Spy <br />�V� <br />1 <br />400 <br />Under <br />Capacity of one -lane entry _ <br />Capacity <br />against one conflicting lane <br />200 <br />NB (Single Lane Roundabout) <br />r---------------------------i i <br />N� Capacity of left lane of two-lane <br />entry againsttwo conflicting lanes <br />0 <br />SB SB L--------------------------- I <br />0 200 <br />400 600 800 1000 1200 1400 1600 1800 2000 <br />Conflicting Flow Rate (pce/hr) <br />Main Street (CSAH 14) & Sunset Avenue (CR 53) <br />Roundabout Capacity Analysis, 2040 Yield Plan <br />ALLIANT <br />46 r,,..., I I I <br />Alliant No. 221-0180.1 30 <br />June 30, 2022 <br />