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TWO-WAY STOP CONTROL SUMMARY <br />Analyst cmw Intersection Glenwood Blvd. @ Glenwood <br />Agency/Co. Access Engineering Dr <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 Properb/ Zone Change <br />EastNVest Street: Moon Mountain/Glenwood Dr. INorth/South Street: Glenwood Blvd. <br />Intersection Orientation: North-South ~ 1.00 <br /> <br />Major Street Northbound Southbound <br />Movement 1 2 3 4 5 6 <br /> L T R L T R <br />~Volume 0 0 0 73 0 29 <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 43 <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 Street Westbound Eastbound <br />Movement 7 8 9 10 11 12 <br /> L T R L T R <br />Volume 0 31 412 106 21 0 <br />Peak-Hour Factor, PHF 1.00 0.84 0.84 0.84 0.84 1.00 <br />Houdy Flow Rate, HFR 0 36 490 126 25 0 <br />Percent Heavy Vehicles 0 2 5 2 2 0 <br />Percent Grade (%) 0 0 <br />Flared Approach Y N <br />Storage I 0 <br />RT Channelized 0 0 <br />Lanes 0 I 0 0 I 0 <br />Configuration TR L T <br /> <br />Approach NB SB VVestbound Eastbound , <br />Movement 1 4 7 8 9 10 11 12 <br />Lane Configuration L TR TR L T <br />v (vph) 108 526 151 <br />iC (m) (vph) 1604 1732 342 <br />vic 0.07 0.30 0.44 <br />95% queue length 0.22 1.31 2.32 <br />Control Delay 7.4 8,0 23.8 <br />LOS A A C <br />Approach Delay - - 8.0 23.8 <br />Approach LOS - - A C <br />Rights Reserved <br />HCS2000TM Copyright ~ 2003 University of Florida, All Rights Reserved Version 4.1d <br />Version 4.1d <br /> <br /> II-B-62 <br /> <br /> <br />