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Chart 2 - A.M. Peak Hour Delays: Signal Controlled Intersections <br />50 <br />Ln <br />0 <br />0 40 <br />aD <br />Ln <br />10 <br />0 <br />iiri <br />Armstrong Boulevard/N HWY 10 <br />Ramps <br />Existing 2022 No -Build 2022 Build 2040 No -Build <br />2040 Build LOSE = 55s LOS C = 20s <br />Chart 3 - P.M. Peak Hour Delays: Signal Controlled Intersections <br />50 <br />0 40 <br />a� <br />v <br />30 <br />0 <br />a� <br />(� 20 <br />L <br />> <br />Q <br />10 <br />0 <br />Existing <br />2040 Build <br />Armstrong Boulevard/N HWY 10 <br />2022 No -Build <br />LOSE = 55s <br />Ramps <br />2022 Build 2040 No -Build <br />LOS C = 20s <br />Traffic Impact Study 10 _/00 <br />' a c <br />Riverstone South Development SOLUTIONS <br />