Laserfiche WebLink
<br />Analyst <br />AgencyiCo. <br />Date Performed <br />Analysis Time Period TWO-WAY STOP CONTROL SUMMARY <br />ser Intersection <br />kha <br />10/7212007 Jurisdiction <br />AM Peak Hour Analysis Year <br />Alton Avenue at Project <br />Dwy <br />City of Santa Ana <br />Existing plus Project <br />Pro'ect Descri lion Alton Project D AM Existin lus Pro ectxhu <br />EastNVest Street: Alton Avenue North/South Street: Pro ect Drivewa <br />Intersection Orientation: East-West Stud Period hrs : 0.25 <br />Ma or Street Eastbound Westbound . <br />Movement 1 2 3 4 5 6 <br /> L T R L T R <br />Volume 261 3 29 137 <br />Peak-Hour Factor, PHF 0.66 0.66 0.66 0.66 0.66 0.66 <br />Hours Flow Rate, HFR 0 395 4 43 207 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 />Confl 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 13 40 <br />Peak-Hour Factor, PHF 0.66 0.66 0.66 0.66 0.66 0.66 <br />Hourl Flow Rate, HFR 19 0 60 0 0 0 <br />Percent Hea Vehicles 0 D 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 <br />Approach Eastbound LR <br />Westbound <br />Northbound <br />Southbound <br />Movement 1 4 7 8 9 10 11 12 <br />Lane Configuration L LR <br />v (vph) 43 79 <br />C (m) (vph) 1171 742 <br />v-c 0.04 0.11 <br />95% queue length 0.11 0.36 <br />Control Delay 8.2 10.4 <br />LOS A g <br />Approach Delay - - 10.4 <br />Approach LOS - - 8 <br />75A-202 <br />