Laserfiche WebLink
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 AM Peak Hour Analysis Year 2003 <br /> Project Description Larson Properb/ Zone Change <br /> East/West 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 Westbound <br />Movement 1 2 3 4 5 6 <br /> L T R L T R <br />Volume (veh/h) 66 0 25 0 0 0 <br />Peak-hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84 <br />Hourly Flow Rate (veh/h) 78 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 35 396 <br />Peak-hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84 <br />Hourly Flow Rate (veh/h) 42 26 0 0 41 471 <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 I 4 7 8 9 10 11 12 <br />Lane Configuration L TR L T TR <br />Volume, v (vph) 78 68 512 <br />Capacity, cm (vph) 1604 445 1735 <br />v/c ratio 0.05 O. 15 0.30 <br />Queue length (95%) 0.15 0.54 1.25 <br />Control Delay (s/veh) 7.4 14,5 7.9 <br />LOS A B A <br />Approach delay (s/veh) - - 14.5 7.9 <br />Approach LOS - - B A <br /> <br />HCS2000TM Copyright ~ 2003 University of Florida, Ail Rights Reserved Version 4.Id <br />II-B-53 <br /> <br /> <br />