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TWO'WAY STOP CONTROL SUMMARY <br /> Analyst crow Intersection Glenwood Dr. @ SB I-5 <br />Agency/Co. Access Engineering Ramps <br />Date Performed 11/13/2003 Jurisdiction ODOT <br />' Analysis Time Period PM Peak Hour Analysis Year 2019 With Zone Change <br />Project Description Larson Property Zone Chan~/e <br /> East/West Street: Glenwood Dr. INorth/South Street: SB I-5 RamD/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) 367 0 39 0 0 0 <br />Peak-hour factor, PHF 0.88 0.88 0.88 0.88 ,0.88 0.88 <br />Hourly Flow Rate (veh/h) 417 0 44 0 0 0 <br />Proportion of heavy <br />vehicles, PHV 5 - - 0 - - <br />Median type Undivided <br />RT Channelized? 0 0 I <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) 49 57 0 0 72 600 <br />Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 <br />Hourly Flow Rate (veh/h) 55 64 0 0 81 681 <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) 417 119 81 681 <br />Capacity, cm (vph) 1604 145 209 1760 <br />v/c ratio 0.26 0.82 0.39 0.39 <br />Queue length (95%) 1.05 8.36 1.85 1.89 <br />Control Delay (s/veh) 8.0 118.9 33.0 8.3 <br />LOS A F D A <br />Approach delay (s/veh) - - 118.9 11.0 <br />Approach LOS - - F B <br />HCS2000TM Copyright {} 2003 University of Florida, All Rights Reserved Version 4.Id <br /> <br /> II-B-73 <br /> <br /> <br />