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Chart 4(a.m. peak hour) and Chart 5(p.m. peak hour) show the 95t" percentile queue <br />lengths on the busiest stop sign controlled approach at intersections with side street <br />stop sign control. Average delays are not calculated for intersections with side street <br />stop sign control because the vast majority of vehicles goingthrough the intersection <br />are on the main roadway and have zero delay, which leads to low overall average <br />delays. At side street stop sign controlled approaches to busy roadways, the average <br />delay for all the vehicles on the approach often exceeds 60 seconds. This can be the <br />case for a few vehicles waiting at the stop sign where improvements would not be <br />justified for the low traffic volume. Based on our experience, improvements are not <br />warranted at these types of intersections until the 95t" percentile queue at a stop <br />sign is in the five to ten vehicle range. <br />Chart 6 - A.M. Peak Hour Queues: Side Street Stop Sign Controlled Intersections <br />14 <br />a� 12 <br />U <br />> 10 <br />a� <br />a) 8 <br />6 <br />v <br />U 4 <br />v <br />s <br />+� 2 <br />M <br />0 <br />Hwy 10/Bowers Riverdale Riverdale Riverdale Riverdale Bowers <br />Drive/Riverdale Drive/Llama Drive/Armstrong Drive/Western Drive/Eastern Drive/Riverdale <br />Drive Street Boulevard/S Site Access Site Access Drive <br />HWY 10 Ramps <br />Existing 2022 No -Build 2022 Build <br />2040 No -Build � 2040 Build Queue = 5 <br />Traffic Impact Study 11 ,-/; <br />Riverstone South Development <br />' P.a,,c,, ',k <br />