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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 2003 <br /> Project Description Larson Property Zone Chan~e <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 Street Eastbound Westbound <br /> Movement I 2 3 4 5 6 <br /> L T R L T R <br /> Volume (veh/h) 101 0 33 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) 114 0 37 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) 50 61 0 0 73 300 <br /> Peak-hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 <br /> Hourly Flow Rate (veh/h) 56 69 0 0 82 340 <br /> Proportion of heavy <br /> vehicles, PHV 5 5 0 0 5 5 <br /> Percent grade (%) 0 0 <br /> Flared approach N y <br /> Storage 0 1 <br /> RT Channelized? 0 0 <br /> Lanes 0 I 0 0 1 0 <br /> Configuration L T TR <br /> <br /> Approach EB WB Northbound SouthbOund <br /> Movement I 4 7 8 9 10 11 12 <br /> Lane Configuration L TR L T TR <br /> Volume, v (vph) 114 125 422 <br /> Capacity, cm (vph) 1604 480 1727 <br /> vic ratio 0.07 0.26 0.24 <br /> Queue length (95%) 0.23 1.05 0.97 <br /> Control Delay (s/veh) 7.4 15.1 7.8 <br /> LOS A C A <br /> Approach delay (s/veh) - - 15.1 7.8 <br /> Approach LOS - - C A <br />HCS2000TM Copyright {~ 2003 University of Florida, All Rights Resin'red Version 4. ld <br />II-B-57 <br /> <br /> <br />