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TWO-WAY STOP CONTROL SUMMARY <br />Analyst crow Intersection Glenwood Blvd. @ NB I-5 <br />Agency/Co. Access Enginee#ng Ramps <br />Date Performed 11/13/2003 Jurisdiction ODOT <br />Analysis Time Period PM Peak Hour Analysis Year 2004 w/Zone Change <br />Project Description Larson Property Zone Change <br />East/West Street: NB I-5 Ramps INortlVSouth Street: Glenwood Blvd. <br />Intersection Orientation: North-South IStudyPedod(hrs): <br />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 0 164 186 239 133 0 <br />Peak-Hour Factor, PHF 1.00 0.88 0.88 0.82 0.82 1.00 <br />Hourly Flow Rate, HFR 0 186 211 291 162 0 <br />Percent Heavy Vehicles 0 - - 5 - - <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 32 0 44 0 0 0 <br />Peak-Hour Factor, PHF 0.85 1.00 0.85 1.00 1.00 ' 1.00 <br />Hourly Flow Rate, HFR 37 0 51 0 0 0 <br />Percent Heavy Vehicles 5 0 5 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 />Configuration LR <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) 291 88 <br />C (m) (vph) 1145 450 <br />v/c 0.25 0.20 <br />95% queue length 1.02 O. 73 <br />Control Delay 9.2 18.0 <br />LOS A C <br />Approach Delay - - 18.0 <br />Approach LOS - - C <br />Rights Reserved <br />HCS2000TM Copyright ~ 2003 University of Florida, All Rights Reserved Version 4. ld <br />Version 4. I d <br /> <br /> II-B-63 <br /> <br /> <br />