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TWO-WAY STOP CONTROL SUMMARY <br />Analyst crow Intersection Glenwooc( Dr. @ SB I-5 <br /> Ramps <br />Agency/Co. Access Engineering Jurisdiction ODO T <br />Date Performed 11/13/2003 <br />Analysis Time Period AM Peak Hour Analysis Year 2004 w/Zone Change <br />Project Description Larson Properly Zone Change <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 VVestbound <br />Movement I 2 3 4 5 6 <br /> L T R L T R <br />Volume (veh/h) 69 0 25 0 0 0 <br />Peak-hour factor, PHF O. 84 O. 84 O. 84 O. 84 O. 84 0.84 <br />Hourly Flow Rate (veh/h) 82 0 29 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) 36 22 0 0 35 407 <br />Peak-hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84 <br />Houdy Flow Rate (veh/h) 42 26 0 0 41 484 <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 I 0 <br />Configuration L T " TR <br /> <br />Approach EB WB Northbound Southbound <br />Movement 1 4 7 8 9 10 11 12 <br />Lane configuration L TR L T TR <br />Volume, v (vph) 82 68 525 <br />Capacity, cm (vph) 1604 434 1734 <br />v/c ratio 0.05 O. 16 0.30 <br />Queue length (95%) 0.16 0.56 1.30 <br />Control Delay (s/veh) 7.4 14.8 8.0 <br />LOS A B A <br />Approach delay (s/veh) - - 14.8 8.0 <br />Approach LOS - - B A <br /> <br />HCS2o(~ Copyright © 2003 University of Florida, All Rights Reserved Version 4.1d <br />-. II-B-61 <br /> <br /> <br />