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· ALL-WAY STOP CONTROL ANALYSIS <br /> ~i ..... ~ ~,.L ...... · ~, ,,, ............. <br /> .......... ~ ......... J J ::::=:,.. ..................... ~'1~ · ~a -~ i~i&,~i~:t~i:i~r~~ ! <br /> <br /> Analyst crow Inteme~on Moon Mountain ~ Laurel Hill <br /> Agent/Co. Access Engineedng Jurisdi~ion Eugene <br /> Date Pedormed 11/13~003 I Ana ysis Year 2019 - ~th ZC + No EB~Glenw'd <br /> ~alysis ~me Peri~ AM Peak Hour <br /> I <br /> Project ID La.on Pm~ Zone Change <br /> Eas~st S~eet Moon ~untain Dc <br /> <br /> Approach <br /> Movement <br /> Volume <br /> %~r.~ ~.~a,e ~0 I I ~0 I <br /> Approach No~hbound Southbound <br /> Movement L T I R L I T R <br /> Volume 0 10 I 10 5 I 100 0 <br /> %~rus Left Lane 50 50 <br /> Eastbound ~st~und No~hbound Southbound <br /> <br /> L1 L2 L1 ~ L1 ~ L1 <br /> Configuration L TR L TR L TR L TR <br /> PHF O. 65 O. 75 O. 50 O. 75 <br /> Flow Rate 92 134 40 139 <br /> % Heaw Vehicles <br /> ~No, Lanes 1 <br /> G~t[~ Group ~ 1 <br /> DumUon, T 1.00 <br /> <br /> Prop. Left-Tums 0.1 0. 2 0. 0 0. 0 <br /> Prop. Right-Tums 0.8 O. 7 0,5 0.0 <br /> Prop. Heaw 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 ~. 6 -0. 6 ~0. 6 -0. 6 ~. 6 -0, <br /> hHV-adj 1.7 1,7 1.7 1.7 1.7 1.7 1.7 1,7 <br /> hadj, ~mput~ . 4.00 4.00~ 4. 00 4.00 <br /> <br /> hd, initial value 3.20 3.20 3.20 I 3.20 <br /> x.,,,~., o.o~ o.~ o.o~ I °-~ I <br /> ~.,,.,~.,.. ~.oo ~.oo ~.oo I ~'°° I <br /> x, ~at value 0.10 0.15 0.05 ~ 0.17 <br /> Mov~up ~, m 2.0 2.0 2.0 I 2.0 <br /> 2.0 ZO 2.0 ZO <br /> <br /> Eastbound Westbound Northbound Southbound <br /> L1 -L2 L1 L2 L1 L2 L1 I L2 <br /> Capacity 342 384 290 389 <br /> I <br /> Delay 7. 46 7. 78 7. 47 8. 37 <br /> LOS A A A A <br /> Approach: Delay 7.46 7. 78 7.47 8.37 <br /> LOS A A A A <br /> Intersection Delay 7, 88 <br /> Intersection LOS A <br /> HCS2000TM Copyright © 2003 University of Florida, All Rights Reserved Version 4.1 d <br /> <br /> II-B-85 <br /> <br /> <br />