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<br />01/JO/2002 16:25 FAX <br /> <br />IiZJ 007/007 <br /> <br /> <br />CSAH 96 & 1-3SW West Ramps PM Peak <br />West Ram ps Development Volumes & Proposed Geometries e <br />Lanes, Volumes, Timings <br /> / -;. "'t .. - , ~ t I' \. ! ~ <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations ~ r ~ tt <1 r <br />Total Lost Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Satd. Flow (prot) 0 3539 1583 1770 3539 0 0 0 0 0 1770 1583 <br />Fit PenTl. 0.950 0.950 <br />Satd. Flow (perm) 0 3539 1583 1770 3539 0 0 0 0 0 1770 1583 <br />Satd. Flow (RTOR) 220 124 <br />Volume (vph) 0 769 198 410 563 0 0 0 0 62 0 112 <br />Lane Group Flow (vph) 0 843 220 456 626 0 0 0 0 0 69 124 <br />Turn Type Perm Prot Perm Perm <br />Protected Phases 2 1 6 4 <br />Permitted Phases 2 4 4 <br />Total Split (s) 0.0 33.0 33.0 37.0 70.0 0.0 0.0 0.0 0.0 20.0 20.0 20.0 <br />Lane Grp Cap (vph) 1364 745 619 2774 210 297 <br />vIs Ratio Prot 0.24 0.26 0,18 <br />vIs Ratio Perm 0,11 0.04 0.05 <br />Critical LG? Yes Yes Yes <br />Act Effct Green (s) 23.7 23.7 21.5 48.2 7.3 7.3 <br />Actuated glC Ratio 0.39 0.39 0.35 0.78 0.12 0.12 <br />v/c Ratio 0.62 0.30 0.74 0,23 0.33 0.42 <br />Unfform Delay, d1 15.2 0,0 17,5 1.7 24.8 0.0 <br />Piatoon Fador 1.00 1.00 1.00 1.00 1.00 1,00 <br />Incr. Delay, d2 2.1 1.0 4.6 02 0.9 1,Oe <br />Websler Delay 17.4 1,0 22.1 1.9 25.7 1.0 <br />Webster LOS B A C A C A . <br />Cycle Length: 90 <br />Actuated Cycie Length: 61 .5 <br />Control Type: Actuated-Uncoordinated <br />Totai Lost Time: 9 <br />Sum of Critical vIs Ralios: 0.55 <br />Intersection vlc Ratio: 0.61 <br />Intersection Webster Signal Deiay: t 2,0 <br />Intersection LOS: B <br />Splits and Phases: 3: CSAH 96 & sa 1-35W Exit Ram <br />.f ~1 <br /> ,j:.:),:, :,/,"" <br /> " <br /> <br /> <br /> <br />N ;11 projectla-e\ches.\O I 0 1\ W est Ramps-proposed.sy6 <br />1130/2002 <br />sehinc-ff41 <br /> <br />Synchro 4 Repon e <br />Page 1 <br />