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TWO-WAY STOP .CONTROL SUMMARY <br /> Analyst cmw Intersection Glenwood Blvd. @ NB 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 2004 w/Zone Change <br /> Project Description Larson Property Zone Chan~le <br /> East/West Street: NB I-5 Ramps INorth/South Street: Glenwood Blvd. <br /> Intersection Orientation: North,South <br /> <br /> Major Street Northbound Southbound <br /> Movement 1 2 3 4 5 6 <br /> L T R L T R <br /> Volume 0 316 203 92 86 0 <br /> Peak-Hour Factor, PHF 1.00 0.84 0.84 0.67 0.67 1.00 <br /> Hourly Flow Rate, HFR 0 376 241 137 128 0 <br /> Percent Heavy Vehicles 0 - - 0 - _ <br /> Median Type Undivided <br /> RT Channelized 0 0 <br /> Lanes 0 I 0 0 I 0 <br /> Configuration TR L T <br /> Upstream Si~lnal 0 I 0 <br /> Minor Street VVestbound EastboUnd <br /> Movement 7 8 9 10 11 12 <br /> L T R L T R <br /> Volume 16 0 67 0 0 0 <br /> Peak-Hour Factor, PHF 0.60 1.00 0.60 1.00 1.00 1.00 <br /> Hourly Flow Rate, HFR 26 0 111 0 0 0 <br /> Percent Heavy Vehicles 0 0 0 0 0 0 <br /> Percent Grade (%) 0 0 <br /> Flared Approach Y N <br /> Storage I 0 <br /> RT Channelized 0 0 <br /> Lanes 0 0 0 0 0 0 <br /> Cui~guration LR <br /> <br />Approach NB SB VVestbound Eastbound <br />Movement I 4 7 8 9 10 11 12 <br />Lane Configuration LT LR <br />v (vph) 137 137 <br />C (m) (vph) 973 713 <br />v/c 0.14 0.19 <br />95% queue length 0.49 O. 71 <br />Control Delay 9.3 14.1 <br />LOS A B <br />Approach Delay - - 14.1 <br />Approach LOS - - B <br />Rights Reserved <br />H('S2000TM Copyright © 2003 University of Florida, All Rights Reserved Version 4. I d <br />Version 4. I d <br /> <br /> II-B-60 <br /> <br /> <br />