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ALL-WAY STOP CONTROL ANALYSIS <br /> ADna~yPs~f~eedpefiod 1pl~l~faO~our Analysis Year 20gl~newithEB~ GlenwoodBI. <br /> Larson Pro <br /> East/VVest Street: Moon Mountain Dr. North/South Street: Laurel Hill Dr. <br /> <br /> Eastbound Westbound <br /> Movement L T R L T R <br /> 3 24 0 2O 42 75 <br /> %Thrus Left Lane 50 50 <br /> Northbound Southbound <br /> Movement L T R L T R <br /> 0 6 9 98 I 7 <br /> %Thrus Left Lane 50 50 <br /> Eastbound VVestbound Northbound Southbound <br /> L1 L2 L1 I 1.2 L1 L2 L1 L2 <br /> Configuration L TR L TR I L TR L TR <br /> PHF O. 65 O. 75 O. 50 O. 75 <br /> Flow Rate 40 182 30 140 <br /> , Vehicles <br /> No. Lanes I 1 <br /> Group 1 1 1 <br /> Duration, T 1.00 <br /> <br /> ~. Lefi-Tums 0.1 0.1 0.0 O.g <br /> Prop. Right-Turns 0. 0 0. 5 0. 6 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 -0. 6 -0. 6 -0. 6 -O. 6 <br /> hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 <br /> hadj, computed 4.54 4.54 4.54 4.54 <br /> <br /> hd, initial value 3:20 3. 20 3. 20 3. 20 <br /> x, initial 0.04 0.16 0.03 O. 12 <br /> hd, final value 4.54 4. 54 4. 54 4. 54 <br /> final value O. 05 O. 21 O. 04 O. 18 <br /> ~ time, rn 2.0 2.0 2.0 2.0 <br /> Service ~me 2.5 2.5 2.5 2.5 <br /> <br /> EaStbound Westbound Northbound Southbound <br /> L1 L2 L1 L2. L1 I 1.2 L1 1_2 <br /> Capacity 290 432 280 I 390 <br /> Delay 7.78 8.12 7.37 8.58 <br />LOS A A A A <br /> Delay 7. 78 8.12 7. 37 8. 58 <br /> LOS A A A A <br /> 8.19 <br /> Intersection LOS A <br />HCS2000TM Copyright C) 2003 University of Florida, All Rights Reserved Version 4. Id <br /> <br /> II-B-83 <br /> <br /> <br />