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<br />Analyst <br />Agency/Co. <br />Date Performed <br />Analysis Time Period TWO-WAY STOP CONTROL SUMMARY <br />ser Intersection <br />kha <br />10/72/2007 Jurisdiction <br />PM Peak Hour Analysis Year <br />Alton Avenue at Project <br />Dwy <br />City of Santa Ana <br />Existing plus Project <br />Pro'ect Descri tion Alton Project Dw PM Existin lus Pro ect.xhu <br />East/West Street: Alton Avenue North/South Street: Pro ect Drivewa <br />Intersection Orientation: <br />Ma'or Street East-West <br />Eastbound Stud Period hrs : 0.25 <br />Westbound <br />Movement 1 2 3 4 5 6 <br /> L T R L T R <br />Volume 245 11 18 193 <br />Peak-Hour Factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 <br />Hourl Flow Rate, HFR 0 284 12 20 224 0 <br />Percent Heav Vehicles 0 -- - 0 - -- <br />Median T Raise d curb <br />RT Channelized 0 0 <br />Lanes 0 2 0 1 1 0 <br />Confi uration T TR L T <br />U stream Si nal 0 0 <br />Minor Street Northbound Southbound <br />Movement 7 8 9 10 11 12 <br /> L T R L T R <br />Volume 5 7 <br />Peak-Hour Factor PHF 0.86 0.86 0.86 0.86 0.86 0.86 <br />Hourl Flow Rate, HFR 5 0 8 0 0 0 <br />Percent Heav Vehicles 0 0 0 0 0 0 <br />Percent Grade (%) 0 0 <br />Flared Approach N N <br />Storage 0 0 <br />RT Channelized 0 0 <br />Lanes 0 0 0 0 0 0 <br />Confi uration LR <br /> <br />Approach Eastbound Westbound Northbound Southbound <br />Movement 1 4 7 8 9 10 11 12 <br />Lane Configuration L LR <br />v (vph) 20 13 <br />C (m) (vph) 1277 774 <br />v/c 0.02 0.02 <br />95% queue length 0.05 0.05 <br />Control Delay 7.9 9.7 <br />LOS A A <br />Approach Delay - - 9.7 <br />Approach LOS - -- A <br />75A-203 <br />