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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 No Zone Change <br /> Project DescriptiOn Larson Property Zone Chan~le <br /> N ~ <br /> EastJVVest Street: Glenwood Dr. I orth/South Street: SB I-5 Ramp/Glenwood DR (E) <br /> Intersection Orientation: East-West ~ <br /> <br /> Major Street Eastbound VVestbound <br /> Movement I 2 3 4 5 6 <br /> L T R L T R <br /> Volume (veh/h) 362 · 0 39 0 0 0 <br /> Peak-hour factor, PHF 0. 88 O. 88 O. 88 O. 88 0.88 O. 88 <br /> Hourly Flow Rate (veh/h) 411 0 44 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 Southboqnd <br /> Movement 7 8 9 10 11 12 <br /> L T R L T R <br /> Volume (veh/h) 49 57 0 0 72 590 <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 81 670 <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 1 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) 411 119 81 670 <br /> Capadty, cm (vph) 1604 150 214 1760 <br /> vic ratio 0.26 O. 79 0.38 0.38 <br /> Queue length (95%) 1.03 7.70 1.78 1.84 <br /> ContrOl Delay (s/veh) 8.0 105.4 32.0 8.3 <br /> LOS A F D A <br /> Approach delay (s/veh) - - 105.4 10.9 <br /> Approach LOS - - F B <br />HC, S2000TM Copyright © 2003 University of Florida, All Rights Reserved Version 4.Id <br /> <br /> II-B-72 <br /> <br /> <br />