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TWO-WAY STOP CONTROL SUMMARY <br />Analyst crow Intersection Glenwood Dr. @ SB I-5 <br /> Ramps <br />Agency/Co. Access Engineering JuriSdiction ODO T <br />Date Performed 11/13/2003 <br />Analysis Time Period PM Peak Hour Analysis Year 2004 w/Zone Change <br />Project Description Larson Property Zone Chan~te <br />East/VVest Street: Glenwood Dr. INorth/South Street: SB I-5 Ramp/Glenwood DR (E) <br />Intersection Orientation: East-West ~ 1.00 <br /> <br />Major Street Eastbound VVestbound <br />Movement 1 2 3 4 5 6 <br /> L T R L T R <br />Volume {veh/h) 106 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) 120 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 73 310 <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 82 352 <br />Proportion of heavy <br />vehicles, PHV 5 5 0 0 5 5 <br />Percent grade (%) 0 0 <br />Flared approach N ¥ <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 V~ Northbound Southbound <br />Movement I 4 7 8 9 10 11 12 <br />Lane Configuration L TR L T TR <br />Volume, v (vph) 120 125 434 <br />Capacity, Crn (vph) 1604 465 1720 <br />v/c ratio 0.07 0.27 0.25 <br />Queue length (95%) 0,24 1.10 1.01 <br />Control Delay (s/veh) 7.4 15.6 7.8 <br />LOS A C A <br />Approach delay (s/v h) - - 15.6 7.8 <br />Approach LOS - - C A <br /> <br />HCS2OOO'Da Copyright 2003 University of Florida, All Rights Reserved Version 4.Id <br />II-B-64 <br /> <br /> <br />