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ALL-WAY STOP CONTROL ANALYSIS <br /> ~7_.-__'~_L~ ....... ____L_L____;" .~ ..... '~.;,_~::_ __ ~__ -...=_ · ...................... <br /> ~lyst.~ cmw IInte~ectiOn Moon Mountain ~ Laurel Hill <br /> ~gen~o. Access Engineering ~ Jurisdi~ion Eugene <br /> ~at~ .~ . ~/~ I~alysis Year 2019- ~ EB ~ GlenwoodBI. <br /> Ana~ys~s u~ Ferioo AM Peak Hour ~ <br /> Pr~e~ ~ Larson Pm e Zone Chan e <br /> <br /> Approach Eastbound r, ~ ~stbound ~-~ " <br /> =o~eme.t ~ I ~ I " ~ I ~ I . <br /> o,u=e I I 0 I I <br /> %Th~s Left Lane 50 I I 50 I I <br /> Approach No~hbound Southbound <br /> Movement L I [ . k ] I ~ R 1 <br /> ~olume 0 ~0 10 ~8 0 0 <br /> ~ms Left Lane 50 50 <br /> Eas~ound ~stbound No~hbound Southbound <br /> <br /> Configuration L TR L TR L TR L TR <br /> PHF O. 65 O. 75 O. 50 O. 75 <br /> Flow Rate ~ g3 125 40 130 <br /> % Heaw Vehicles ~ <br /> No. Lanes 1 1 <br /> G~t~ Group ~ 1 1 <br /> Duration, T 1.00 <br /> <br /> Prop. Lea-Tums O. 1 O. 1 0.0 1.0 <br /> Prop. Right-Turns 0.0 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 -0. 6 -0. 6 -0. 6 -0.6 -0. 6 -0. <br /> hHV-adj 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 <br /> had j, ~mput~ 4.48 4.48 4.48 4. 48 <br /> <br /> &20 <br /> ~. ~n~U~ ~ 0.0~ 0.~ ~ I O. ~2 <br /> h~, ~nal valu~ 4.48 4. 4~ ~ 4.48 ~ 4.48 <br /> ~ final value 0.12 0.14 ~ 0.05 ~ 0.17 <br /> U~,m 2.0 2.0 2.0 2.0 <br /> ~ice ~ 2. 5 2. 5 2. 5 2. 5 <br /> <br /> Eastbound Westbound Northbound Southbound <br /> <br /> L1 L2 L1 L2 L1 L2 L1 L2. <br /> Capacity 343 375 290 380 <br /> Delay 8.07 7.67 7.47 I 8.58 <br />LOS A A A I A <br />Approach: Delay 8.07 7.67 7.47 8.58 <br /> LOS A A A A <br /> Intersection Delay 8, 05 <br /> Intersection LOS A <br />HCS2000TM Copyright ~ 2003 University of Florida, All Rights Reserved Version 4.1d <br /> <br /> II-B-82 <br /> <br /> <br />