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TWO-WAY STOP CONTROL SUMMARY <br /> Analyst crow Intersection Glenwood Dr. @ SB I5 <br /> Ramps <br />Agency/Co. Access Enginee#ng Jurisdiction ODO T <br />Date Performed 11/13/2003 <br />Analysis Time Period AM Peak Hour Analysis Year 2019 No Zone Change · <br />Project Description Larson Property Zone Chan~le <br />East/West Street: Glenwood Dr. INorth/South Street: SB I-5 Ramp/Glenwood DR (E) <br />Intersection Orientation: East-West ~1.00 <br /> <br />Major Street Eastbound Westbound <br />Movement I 2 3 4 5 6 <br /> L T R L T R <br />!Volume (veh/h) 218 0 31 0 0 0 <br />Peak-hour factor, PHF' 0.85 0.85 0.85 0.85 0.85 ' 0.85 <br />Hourly Flow Rate (veh/h) 256 0 36 0 0 0 <br />Proportion of heavy <br />vehicles, PHV 5 -- - 0 -- -- <br />Median type Undivided <br />RT Channelized? 0 0 <br />Lanes 0 0 0 0 0 0 <br />Configuration L TR LR <br />Upstream Signal 0 0 <br />Minor Street Northbound Southbound <br />Movement 7 8 9 10 11 12 <br /> L T R L T R <br />Volume (veh/h) 40 22 0 0 35 667 <br />Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 <br />Hourly Flow Rate (veh/h) 47 25 0 0 41 784 <br />Proportion of heavy <br />vehicles, PHV 5 5 0 0 5 5 <br />Percent grade (%) 0 0 <br />Flared approach N N <br />Storage 0 1 <br />RT Channelized? 0 1 <br />Lanes 0 I 0 0 I 1 <br />Configuration L T T R <br /> <br />Approach EB WB Northbound Southbound <br />Movement 1 4 7 8 9 10 11 12 <br />Lane Configuration L TR L T T R <br />Volume, v (vph) 256 72 41 784 <br />Capacity, cm (vph) 1604 244 370 1760 <br />vic ratio O. 16 0.30 O. 11 0.45 <br />Queue length (95%) 0.57 1.24 0.37 2.40 <br />Control Delay (s/veh) 7.7 25.9 15.9 8.7 <br />LOS A O I' C A <br />Approach delay (s/veh) - - 25.9 9.0 <br />Approach LOS - - D A <br /> <br />HCS2000TM CopyrigAt © 2003 University of Florida, All Rights Reserved Version 4. I d <br />II-B-70 <br /> <br /> <br />