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7.A. - Page 198 <br /> APPENDIX <br /> HCM Signalized Intersection Capacity Analysis <br /> 3: Woodside (SR 84)& Bay Road <br /> Lane Con%urAms T14 <br /> TraicValume(vo) 8 100 10 212 110 119 32 1357 78 174 1233 43 <br /> Fuhure Volume(vph) 8 100 10 212 110 119 32 1357 78 174 1233 43 <br /> Wd How(vpto 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 <br /> Taal Lostime(s) 4.5 4.5 4.5 4.5 4.5 4.5 <br /> Lane M Fador 0.95 0.95 1.00 0.91 1.00 0.95 <br /> FR 0.99 0.96 1.00 0.99 1.00 0.99 <br /> F1Pmlecbd 1.00 0.98 0.95 1.00 0.95 1.00 <br /> Sated.Fbw(prcf) 3207 3055 16M 4646 1630 3243 <br /> Ft Permed 0.92 0.76 0.95 1.00 0.95 1.00 <br /> Said.Fbw(perm) 2946 2370 16M 4646 1630 3243 <br /> Peak-hwbcbr.PHF 0.92 0.92 0S2 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> A4-Flow(vph) 9 109 11 230 120 129 35 14.75 85 189 1340 47 <br /> RTOR Reducim(vph) 0 5 0 0 27 0 0 3 0 0 1 0 <br /> Lane Group FID*(vph) 0 124 0 0 452 0 35 1557 0 189 1386 0 <br /> Turn Type Perm NA Perm HA Pmt NA Prot NA <br /> Prclecfed Phases 4 8 5 2 1 6 <br /> Pemibil Phases 4 8 <br /> Actuated Green,G(s) 31.4 31_d <br /> 6.0 72.5 21.1 87.6 <br /> Endive Green,9(s) 31A 31A &0 72.5 21.1 87.6 <br /> Act ualed gr'C Raio 0.23 023 004 0.52 0.15 0.63 <br /> Clearwrce Time(s) 4.5 4.5 4.5 4.5 4.5 4.5 <br /> L•'ek*Exiens"(s) 3.0 3.0 3.0 3.0 30 30 <br /> Lane Grp Cap(vph) 667 537 70 2432 248 2051 <br /> vis Raba Pmt 0.02 0.34 00.12 00.43 <br /> vis Ratio Perm 0.04 00.19 <br /> vic Ratio 0.19 0.84 0.50 0.64 0.76 0.68 <br /> Unixrn De1•ay,dl 432 512 64.8 23.6 56.3 16.3 <br /> Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Incremental Delay,d2 0.1 11.4 5.5 1.3 12.9 1.8 <br /> Delay(s) 43.4 62.6 70.3 25.0 69.2 18.1 <br /> Level d Service D E E C E B <br /> Approach Delay(s) 43.4 62.6 26.0 24.3 <br /> Approach LOS D E G C <br /> HCM 2000 Control Delay 30.5 HGM 2000 Levet of Service C <br /> HCM 20M Volume ID Capacfy ratio 0.75 <br /> Acivaied Cycle two(s) 138.5 Sum of lostfnne(s) 13.5 <br /> Irdersecbm Capacity Nza1ion 73.3% ICU Level of Service D <br /> Analysis Period(nisi) 15 <br /> c Cr"Lane Group <br /> AM Peak Hour 7:1510 8:15 04 DYN 17 Baseline Synchro 9 Report <br /> Grant P Johnson,TE page 1 <br /> Source:PRISM Engineering and Synchro HCM 2000 methodology <br />