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TWO-WAY STOP CONTROL SUMMARY <br /> Analyst crow 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 2003 <br /> Project Description Larson Properly Zone Chan(te <br /> East/VVest Street: NB 1.5 Ramps INorth/South Street: Glenwood Blvd. <br /> Intersection Orientation: North-South ~1.00 <br /> <br /> Major Street Northbound Southbound <br /> Movement I 2 3 4 5 6 <br /> L T R L T R <br /> Volume 0 312 196 92 80 0 <br /> Peak-Hour Factor, PHF 1.00 0.84 0.84 0.67 0.67 1.00 <br /> Hourly Flow Rate, HFR 0 371 233 137 119 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 0 . <br /> Minor Street VVestbound Eastbound <br /> Movement 7 8 9 10 11 12 <br /> L T R L T R <br /> Volume 11 0 67 0 0 0 <br /> Peak-Hour Factor, PHF 0. 60 1.00 O. 60 1. O0 1. O0 1. O0 <br /> Hourly Flow Rate, HFR 18 <br /> 0 111 0 0 0 <br /> Percent Heavy Vehicles 0 0 0 0 0 0 <br /> Percent Grade (%) 0 0 <br /> Flared Approach ¥ N <br /> Storage I 0 <br /> RT Channelized 0 0 <br /> Lanes 0 0 0 0 0 0 <br /> Configuration LR <br /> <br />Approach NB SB VVestbound Eastbound <br />Movement 1 4 7 8 9 10 11 12 <br />Lane Configuration L T LR <br />v (vph) ' 137 129 <br />C (m) (vph) 984 679 <br />v/c 0.14 0.19 <br />95% queue length 0.48 0.70 <br />Control Delay 9,3 13.5 <br />LOS A B <br />Approach Delay - - 13.5 <br />Approach LOS - - B <br />Rights Reserved <br />HCS2000TM Copyright ~ 2003 University of Florida, All Rights Reserved Version 4.Id <br />Version 4. I d <br />II-B-52 <br /> <br /> <br />