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ALL-WAY STOP CONTROL ANALYSIS <br /> <br /> Analysis Time Pedod PM Peak Hour <br /> ID Larson <br /> East/VVbst Street: Moon Mountain Dr. North/South Street: Laurel Hill Dr. <br /> <br /> Eastbound Westbound <br /> Movement L T R L T R <br /> 3 2 22 20 42 75 <br /> Left Lane 50 50 <br /> Northbound Southbound <br /> L T R L T R <br /> 0 6 9 5 93 7 <br /> %Thrus Left Lane 50 50 <br /> Eastbound Westbound Northbound Southbound <br /> <br /> Configuration L TR L TR L TR L TR <br /> PHF 0.65 0.75 0.50 I 0.75 <br /> Flow Rate 40 182 30 139 <br /> % Heaw Vehicles <br /> No. Lanes I 1 1 <br /> Geomet~' Group 1 I 1 <br /> Duration, T I. 00 <br /> <br /> Prop. Left-Tums O. 1 O. 1 0.0 0.0 <br />Prop. Right-Tums 0. 8 0. 5 0. 6 0.1 <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 -0. 6 -0. 6 -O. 6 -0. 6 <br />hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 <br />hadj, computed 4.02 4.02 4.02 4.02 <br /> <br /> hd, initial value 3. 20 3. 20 3. 20 3. 20 <br /> initial 0.04 O. 16 0.03 O. 12 <br /> final value 4. 02 4. 02 4. 02 4. 02 <br /> final value 0.04 0.20 0.03 O. 17 <br /> Move-up time, m 2.0 2.0 2.0 2,0 <br /> Service Time 2. 0 2. 0 2. 0 2.0 <br /> <br /> Eastbound Westbound Northbound Southbound <br /> L1 L2 L1 L2 L1 I L2 L1 L2 <br />Capadty 290 432 280 I 389 <br />Delay 7. 21 8. 09 7. 34 8. 29 <br />LOS A A A A <br /> Delay 7.21 8.09 7.34 8.29 <br /> LOS A A A A <br /> Interse~;on Delay 8.02 <br /> Intersection LOS A <br />HCS2OOO~t~ Copyright © 2003 University of Florida, All Rights Reserved Version 4. ld <br /> <br /> Z-T-B-86 <br /> <br /> <br />