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ALL-WAY STOP CONTROL ANALYSIS <br /> <br /> Analysis Time Period PM Peak Hour <br />Project ID Larson Property Zone Chan~e <br /> <br />%Thrus Left Lane <br /> <br /> ~,pproach Northbound Southbound I <br /> Movement L J T I R L <br /> Volume 0 6 9 40 5 5 <br /> %Thrus Left Lane 50 50 <br /> Eastbound Westbound Northbound Southbound <br /> <br />Configuration L TR L TR L TR L TR <br />PHF 0.50 0.75 0.50 0.75 <br />Flow Rate 32 127 30 65 <br />% Heavy Vehicles <br />No. Lanes 1 I I 1 <br />Geometry Group I I I 1 <br />Duration, T 1.00 <br /> <br />Prop. Left-Tums O. 1 0.3 0.0 0.8 <br />iProp. R ght-Tums 0.0 0.4 0.6 .0.1 <br />Prop. Heavy Vehicle <br />t~LT-adj 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 <br />~RT-adj -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 -0.6 <br />~HV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 <br />~adj. computed 4.27 4.27 4.27 4.27 <br /> <br />~d, initial value 3.20 3,20 <br />[, initial 0.03 0.11 I 0.03 I 0.06 <br />hd, final value 4.27 4.27 I 4.27 I 4.27 <br />~, final value 0.04 O. 14 I 0.03 I O. 08 <br />Move-up time, m 2.0 2.0 2.0 2.0 <br /> <br /> Eastbound Westbound Northbound Southbound <br /> L1 L2 L1 1.2 L1 L2 L1 L2 <br />Capacity 282 377 280 315 <br />Delay 7.44 7.64 7.11 7.78 <br />LOS A A A A <br />Approach: Delay 7.44 7.64 7.11 7. 78 <br /> LOS A A A A <br /> Intersection Delay 7.59 <br /> Intersection LOS A <br />HCS2000TM Copyright ~ 2003 University of Florida, All Rights Reserved Version 4. Id <br /> <br /> II-B-59 <br /> <br /> <br />