Laserfiche WebLink
'rwo-wAY STOP CONTROL SUMMARY <br /> Analyst crow Intersection Glenwood Blvd. @ Glenwood <br /> Agency/Co. Access Engineering Dr <br /> Date Performed 11/13/2003 Jurisdiction ODOT <br /> Analysis Time Period PM Peak Hour Analysis Year 2003 <br /> ProJect Description Larson Properly Zone Change <br /> East/West 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 I 2 3 4 5 6 <br /> L T R L T R <br />!Volume 0 0 0 123 0 31 <br />'Peak-Hour Factor, PHF 1.00 1.00 1.00 0.67 1.00 0.67 <br />Hourly Flow Rate, HFR 0 0 0 183 0 46 <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 65 285 51 13 0 <br />Peak-Hour Factor, PHF 1.00 0.88 0.88 0.79 0.79 1.00 <br />Hourly Flow Rate, HFR 0 73 323 64 16 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 I L T <br /> Approach NB SB Westbound Eastbound <br /> Movement 1 4 7 8 9 10 11 12 <br />Lane Configuration L TR TR L T <br />v (vph) 183 396 80 <br />C (m) (vph) 1604 1673 312 <br />vic 0.11 0.24 0.26 <br />95% queue length 0.39 0.93 1.03 <br />Control Delay 7.5 7.8 20.5 <br />LOS A A C <br />Approach Delay - - 7.8 20.5 <br />Approach LOS - - A C <br />Rights Reserved <br />HCS2000TM Copyright C2003 University of Florida, All Rights Reserved Version 4.1d <br />Version 4. I d <br /> <br /> II-B-58 <br /> <br /> <br />