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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 PM Peak Hour Analysis Year 2003 <br /> Project Description La/son Property Zone Change <br /> EastJWest Street: NB I-5 Ramps 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 0 159 177 '239 ~128 0 <br />Peak-Hour Factor, PHF ~ 1.00 0.88 0.88 0.82 0.82 1.00 <br />Hourly Flow Rate, HFR 0 180 201 291 156 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 Signal 0 0 <br />Minor Street VVestbound Eastbound <br />iMovement 7 8 9 10 11 12 <br /> L T R L T R <br />Volume 26 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 30 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 /> <br />iApproach NB SB VVestbound Eastbound <br />Movement 1 4 7 8 9 10 11 12 <br />Lane Configuration L T LR <br />v (vph) 291 81 <br />C (m) (vph) 1161 526 <br />~/c 0.25 0.15 <br />95% queue length 1.00 0.54 <br />Control Delay 9.1 16.3 <br />~LOS A C <br />Approach Delay - - 16.3 <br />Approach LOS - - C <br />Rights Reserved <br />HCS2000TM Copyright C 2003 Univ~'sity of Florida, All Rights Reset, ed Version 4.1 d <br />Version 4. I d - <br /> <br /> II-B-56 <br /> <br /> <br />