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ALL-WAY STOP CONTROL ANALYSIS <br /> <br />Analysis Time Period AM Peak Hour <br />ProJect ID Larson Property Zone Change i <br />East/West Street: Moon Mountain Dr. <br /> <br />Approach Eastbound Westbound <br />Movement L I T I R L I T I R j <br /> <br />Approach Northbound S~uthbound I <br />Movement L ,,J ,. ~ I ' I" <br />Volume 0 10 10 60 0 0 <br />%Thrus Left Lane 50 50 <br /> Eastbound Westbound Northbound Southbound <br /> L1 L2 L1 L2 L1 L2 L1 L2 <br />Configuration L TR L TR L TR L TR <br />PHF O. 65 O. 75 O. 50 O. 75 <br />Flow Rate 74 50 40 80 <br />% Heavy Vehicles <br />No. Lanes I I 1 <br />Geometry Group I I 1 <br />Duration, T 1.00 <br /> <br />Prop. Left-Tums O. 1 0.0 0.0 1.0 <br />Prop. Right-Tums 0.0 0.8 0.5 0.0 <br />Prop. Heavy Vehicle <br />hLT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 <br />hRT-adj -0. 6 -0.6 -0. 6 -0. 6 -O. 6 -0.6 -0.6 -0. 6 <br />hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 <br /> 4.26 ~ 4.26 <br /> <br />hd, initial value 3;20 3.20 <br />x, initial 0, 07 I 0. 04 O. 07 <br />~hd, final value 4.26 ' I 4.26 4.26 <br />x, final value 0.09 J 0.05 O. 10 <br />Move-up time, m 2.0 2.0 2.0 2.0 <br />Service Time ' 2.3 J 2.3 J <br /> <br /> Eastbound Westbound Northbound Southbound <br /> L1 1.2 L1 1.2 L1 L2 ' L1 1.2 <br />~apacRy 324 300 290 330 <br />Delay 7. 66 7.00 7.15 7.91 <br />LOS A A A A <br />~,pproach: Delay 7. 66 7. O0 7.15 7. 91 <br /> LOS A A A A <br /> Intersection Delay 7.52 <br /> Intersection LOS A <br />HCS2000TM Copyright ~ 2003 University of Florida, All Rights Reserved Version 4. I d <br /> <br /> II-B-55 <br /> <br /> <br />