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ALL-WAY STOP CONTROL ANALYSIS <br /> <br /> Analyst cmw Intersection Moon Mountain ~ Laurel Hill <br /> A, gency/Co. Access Engineering I Jurisdiction Eugene <br /> Date Performed 11/13/2003 l Analysis Year 2019 - No EB ~ Glenwood BI. <br /> Analysis Time Period AM Peak Hour <br /> <br /> I ~-as[oouno VVestbound <br /> Movement I L I T I R L I I R <br /> <br /> ~,pproach ] Northbound Southbound <br /> Movement L T I R L T I R <br /> ¢o~ume 0 10 I 10 5 93 I 0 <br /> %Thrus Left Lane 50 <br /> Eastbound V~stbound No~hbound Southbound <br /> <br /> Configuration L TR L TR L TR L TR <br /> PHF 0. 65 O. 75 O. 50 ! O. 75 , <br /> Flow Rate 92 125 40 '130 <br /> % Heaw Vehicles . <br /> <br /> No. Lanes I 1 I 1 <br /> Geometry Group I I I 1 <br /> Duration, T 1.0( <br /> <br /> Prop. Left-Tums 0.1 0.1 0.0 0.0 <br /> Prop. Right-Tums 0.8 O. 7 0.5 0.0 <br /> Prop. Heavy Vehicle <br /> ~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 /> <br />hal, initial value 3.20 3. 20 3. 20 <br />x, initial 0.08 O. 11 O. 12 <br />hd, final Value 3.96 3. 96 3. 96 <br />x, final value O. 10 O. 14 O. 16 <br />MOve-up time, m 2.0 2.0 2.0 2.0 <br /> <br /> Eastbound Westbound Northbound Southbound <br /> L1 L2 L1 I L2 L1 L2 L1 ] L2 <br />Capacity 342 375 J 290 380 <br /> I <br />Delay 7.41 7.63 7.43 8.27 <br />LOS A A A A <br />Approach: Delay 7.41 7. 63 7.43 8.27 <br /> LOS A A i A A <br /> ln~efsection Delay 7. 77 <br /> Intersection LOS A <br />HCS2000TM Copyright ~ 2003 University of Florida, All Rights Reserved Version 4. Id <br /> <br /> II-B-84 <br /> <br /> <br />