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CCP 02-19-2002
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CCP 02-19-2002
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<br />01/30/2002 16: 25 FA,'! I4J 003/007 <br />CSAH 96 at Round Lake Road PM Peak <br /> Development Volumes and Proposed Geometries <br />Lanes, Volumes, Timings ' e <br /> .-J. .. .( ..t- "- ..... t ~ ...,. + ..; <br /> - <br />Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations 'oj- tt r 'oj H l' ~ t r 'oj t- r <br />Total Losl 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) 1770 3539 1583 1770 3539 1583 3433 1863 1583 1770 1863 1583 <br />Fit Perm. 0.950 0.950 0.750 0.750 <br />SaId, Flow (perm) 1770 3539 1583 1770 3539 1583 2710 1863 1583 1397 1863 1583 <br />SaId. Flow (RTOR) 196 13 279 9 <br />Volume (vph) 46 606 176 95 408 12 877 10 474 34 10 8 <br />Lane Group Flow (vph) 51 673 196 106 453 13 974 11 527 38 11 9 <br />Tum Type Prot Perm Prot Perm Perm Perm Perm Perm <br />Protected Phases 5 2 1 6 8 4 <br />Permitted Phases 2 6 8 8 4 4 <br />Total Split (5) 10.0 28.0 28.0 15.0 33.0 33.0 47.0 47.0 47.0 47.0 47.0 47.0 <br />Lane Grp Cap (vph) 97 1034 601 199 1238 562 1271 874 891 655 874 747 <br />vis Aalio Prot 0.03 0.19 0.06 0.13 0.01 0.01 <br />vis Ratio Perm 0.10 0.Q1 0.S6 0.28 0.03 0.Q1 <br />Crltlcal LG? Yes Yes Yes <br />Act Effet Green (5) 3.9 20.8 20.8 8,0 24.9 24,9 33.4 33.4 33.4 33.4 33.4 33.4 <br />Actuated giG Ratie 0.05 0.29 0.29 0.11 0.35 0.35 0.47 0.47 0.47 0.47 0.47 0.47 <br />vie Ratio 0,53 0.65 0.33 0.53 0.37 0.02 0.77 0.01 0.59 0.06 0.01 0.01 <br />Uniform Delay, dl 32.7 22.0 0.0 29.8 17.2 0.0 15.7 10.1 5.8 10.3 10.1 0.0 <br />Platoon Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '.00 <br />Incr. Delay, d2 5.1 3.2 1.4 2.7 0.8 0.1 2,8 0.0 1,' 0,0 0.0 o.oe <br />Webster Delay 37.8 25.2 1.4 32.5 18,1 0.1 18.5 10.1 6,9 10.3 10.1 0.0 <br />Webster LOS D C A C B A B B A B B A <br />Cycle Length; 90 <br />Actuated Cycle Length: 71.2 <br />Control Type: Ac:tuated-Uncoordinated <br />Total Lost Time: 9 <br />Sum of Critical vis Ratios: 0.61 <br />Intersection vie Ratio: 0.68 <br />Intersection Webster Signal Delay: 17.3 <br />Intersection LOS, B <br />3: CSAH 96 & Round Lake Road <br /> t'lo .4 <br /> ..'," <br /> '", ',. <br /> <br /> <br /> <br />Synchro 4 Report. <br />Page j <br /> <br />sehinc-ff41 <br />
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