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'FVVO-WAY STOP CONTROL SUMMARY <br /> Analyst crow Intersection Glenwood Blvd. @ Glenwood <br /> Agency/Co. Access Enginee#ng Dr <br /> Date Performed 11/13/2003 Jurisdiction ODOT <br /> Analysis Time Period AM Peak Hour Analysis Year 2003 <br /> ProJect Description Larson Property Zone Chan~le <br /> EastJVVest Street: Moon Mountain/Glenwood Dr. INorth/South Street: Glenwood Blvd. <br /> Intersection Orientation: North,South ~ 1.00 <br /> orthbound Southbound <br /> Movement I 2 '3 4 5 6 <br /> L T R L T R <br /> Volume 0 0 0 73 "0 18 <br /> Peak-Hour Factor, PHF 1.00 1.00 1.00 0.67 1.00 ' 0.67 <br /> Hourly Flow Rate, HFR 0 0 0 108 0 26 <br /> Percent Heavy Vehicles 0 - - 5 - _ <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 Stre t VVestbound Eastbound <br /> Movement 7 8 9 10 11 12 <br /> L T R L T R I <br /> VOlume 0 20 412 96 18 0 <br /> Peak-Hour Factor, PHF 1.00 0.84 0.84 0.84 0.84 1.00 <br /> Hourly Flow Rate, HFR 0 23 490 114 21 0 <br /> Percent Heavy Vehicles 0 2 5 2 2 0 <br /> Percent Grade (%) 0 0 <br /> Flared Approach ¥ N <br /> Storage 1 0 ~ <br /> RT Channelized 0 0 <br /> Lanes 0 I 0 0 I 0 <br /> Configuration TR L T <br /> Approach NB SB VVestbound Eastbound <br /> Movement I 4 7 8 9 10 11 12 <br />Lane Configuration L TR TR L T <br />v (vph) 108 513 135 <br />C (m) (vph) 1604 1741 353 <br />vic 0.07 0.20 0.38 <br />95% queue length 0.22 1.25 1.83 <br />Control Delay 7.4 7.9 21.5 <br />LOS A A C <br />~,pproach Delay - - 7.9 21.5 <br />Approach LOS - - A C <br />Rights Reserved <br />HCS2000TM Copyright 0 2003 University of Florida, All Rights Reserved Version 4.1d <br />Version 4. I d <br /> <br /> II-B-54 <br /> <br /> <br />