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<br />01/30/2002 16:25 FAX :r [4] 002/007 <br /> ANl'1J f) \ >C <br /> CSAH 96 at Round Lake Road PM Peak <br />e Development Volumes and Existing Geometries <br />Lanes, Volumes, Timings <br /> ,.; -.. 't -f - "- ~ t ~ \.. ! ~ <br /> Lane Group EBL EBT EBR WB!., WBT WBR NBL lliIT NBR SBL SBT SBR <br /> Lane Configurations +- ,- ;r- H 1j1j ., <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 (prol) 0 1863 1583 1770 3539 0 3433 0 1583 0 0 0 <br /> Fit Perm. 0,154 0.950 <br /> Satd. Row (perm) 0 1863 1583 '287 3539 0 3433 0 1583 0 0 0 <br /> Satd. Flow (RTOR) 196 257 <br /> Volume (vph) 0 606 176 95 408 0 877 0 474 0 0 0 <br /> Lane Group Flow (vph) 0 673 196 106 453 0 974 0 527 0 0 0 <br /> Turn Type Perm Pm+Pt Custom Custom <br /> Protected Phases 2 1 6 <br /> Permitted Phases 2 6 8 a <br /> Total Split (5) 0.0 47.0 47.0 8.0 55.0 0.0 35.0 0.0 35.0 0.0 0.0 0,0 <br /> Lane Grp Cap (vph) 819 806 233 1894 1307 762 <br /> vIs Ratio Prot 0.36 0.02 0.13 <br /> vIs Ratio Perm 0.11 0.22 0.28 0.26 <br /> Critical LG? Yes Yes Yes <br /> Acl Effct Green (5) 31.3 31.3 38.1 38.1 27.1 27.1 <br /> Actualed glC Ratio 0.44 0.44 0.54 0.54 0.38 0.38 <br /> vlc Ratio 0.82 0.24 0.45 0.24 0.75 0.69 <br /> Uniform Delay, dl 17.5 0.0 8.2 8.8 19.0 8.8 <br />. Platoon Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br />lncr. Delay, d2 9.1 0.7 1.4 0.3 2.4 2.7 <br />Webster Delay 26.6 0,7 9.6 9.1 21,4 11.5 <br /> Webster LOS C A A A C B <br /> Cycle Length: 90 <br /> Actuated Cycle Length: 71.2 <br /> Control Type: Actuated-Uncoordinatlld <br /> Total Lost Time: 9 <br /> Sum of Critical VIS Ralios: 0.67 <br /> Intersection vIe Ratio: 0.74 <br /> Intersection Webster Signal Delay: 17.1 <br /> Intersection LOS: B <br /> 3: CSAH 96 & Round Lake Road <br /> <br /> <br /> <br />~'1~ wE <br /> <br />e <br /> <br />Synchro 4 :Report <br />Page 1 <br /> <br />sehinc-ff41 <br />