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Chart 2 - A.M. Peak Hour Delays: Signal Controlled Intersections <br />50 <br />77) <br />c <br />0 40 <br />c3 30 <br />u <br />0 <br />cu <br />co • 20 <br />Cr) <br />10 <br />0 <br />Armstrong Boulevard/N HWY 10 <br />Ramps <br />Existing 2022 No -Build 2022 Build 2040 No -Build <br />2040 Build <br />- LOS E = 55s LOS C = 20s <br />Chart 3 - P.M. Peak Hour Delays: Signal Controlled Intersections <br />50 <br />c <br />0 40 <br />a) <br />v <br />30 <br />0 <br />cu <br />c 20 <br />L <br />> <br />10 <br />0 <br />- MIMI!I---MIMIMI--MIMIMI ----- <br />lig! <br />Armstrong Boulevard/N HWY 10 <br />Ramps <br />Existing - 2022 No -Build 2022 Build 2040 No -Build <br />2040 Build <br />- LOSE = 55s LOS C = 20s <br />Traffic Impact Study 10 <br />Riverstone South Development <br />'-igiSpack <br />SOLUTIONS <br />