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TWO-WAY STOP CONTROL SUMMARY <br /> Analyst cmw Intersection Glenwood Dr. @ SB I-5 <br /> Agency/Co. Access Engineering Ramps <br /> Date Performed 11/13/2003 · Jurisdiction ODO T <br /> Analysis Time Period AM Peak Hour Analysis Year 2019 With Zone Change <br /> Project Description Larson Properly Zone Chan~le <br /> East/West Street: Glenwood Dr. INorth/South Street: SB I-5 Ramp/Glenwood DR <br /> Intersection Orientation: East-West ~ 1.00 <br /> -- <br />Major Stre t Eastbound VVestbound <br />Movement I 2 3 4 5 6 <br /> L T R L T R <br />Volume (veh/h) 221 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) 259 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 Si~lnal 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 35 678 <br />:Peak-hour factor, PHF 0.85 O. 85 0.85 O. 85 O. 85 O. 85 <br />Houdy Flow Rate (veh/h) 47 25 0 0 41 797 <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 />iRT Channelized? 0 1 <br />Lanes 0 1 0 0 1 1 <br />Configuration L T T R <br /> <br />~,pproach EB WB Northbound Southbound <br />!Movement I 4 7 8 9 10 11 12 <br />Lane Configuration L TR L T T R <br />Volume, v (vph) 259 72 41 797 <br />Capacity, cm (vph) 1604 239 366 1760 <br />v/c ratio 0.16 0. 30 O. 11 O. 45 <br />Queue length (95%) 0.58 1.27 0.38 2.47 <br />Control Delay (s/veh) 7. 7 26.5 16.1 8. 7 <br />.LOS A D C A <br />'Approach delay (s/veh) - - 26.5 9.1 <br />Approach LOS - - D A <br />HCS2000TM Copyright © 2003 University of Florida, All Rights Reserved Version 4. Id <br />II-B-7i <br /> <br /> <br />