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HCM Signalized Intersection Capacity Analysis Approved Plus Project PM <br />3: Santa Rita Rd & Valley Ave <br />Synchro 11 Report <br />Page 3 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 410 730 120 200 380 640 130 740 160 980 910 210 <br />Future Volume (vph) 410 730 120 200 380 640 130 740 160 980 910 210 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot)3433 3539 1543 1770 3539 1557 3433 3436 3600 3539 1509 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)3433 3539 1543 1770 3539 1557 3433 3436 3433 3539 1509 <br />Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 <br />Adj. Flow (vph) 418 745 122 204 388 653 133 755 163 1000 929 214 <br />RTOR Reduction (vph) 0 0 94 00001500055 <br />Lane Group Flow (vph) 418 745 28 204 388 653 133 903 0 1000 929 160 <br />Confl. Peds. (#/hr)9 15 1 26 <br />Confl. Bikes (#/hr)2115 <br />Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm <br />Protected Phases 7 4 3 8 5 2 1 6 <br />Permitted Phases 4 Free 6 <br />Actuated Green, G (s) 18.9 26.5 26.5 13.6 21.2 120.0 8.1 30.3 31.0 53.2 53.2 <br />Effective Green, g (s) 18.9 27.7 27.7 13.6 22.4 120.0 8.1 31.7 31.0 54.6 54.6 <br />Actuated g/C Ratio 0.16 0.23 0.23 0.11 0.19 1.00 0.07 0.26 0.26 0.46 0.46 <br />Clearance Time (s)4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 <br />Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 <br />Lane Grp Cap (vph) 540 816 356 200 660 1557 231 907 930 1610 686 <br />v/s Ratio Prot 0.12 c0.21 c0.12 0.11 0.04 c0.26 c0.28 0.26 <br />v/s Ratio Perm 0.02 0.42 0.11 <br />v/c Ratio 0.77 0.91 0.08 1.02 0.59 0.42 0.58 1.00 1.08 0.58 0.23 <br />Uniform Delay, d1 48.5 45.0 36.2 53.2 44.6 0.0 54.3 44.1 44.5 24.2 19.9 <br />Progression Factor 1.00 1.00 1.00 1.04 0.76 1.00 1.00 1.00 0.81 0.84 1.26 <br />Incremental Delay, d2 6.2 14.2 0.0 66.2 1.9 0.8 2.2 28.7 46.5 1.0 0.5 <br />Delay (s)54.7 59.2 36.2 121.6 35.8 0.8 56.4 72.8 82.5 21.4 25.6 <br />Level of Service D E D F D A E E F C C <br />Approach Delay (s)55.6 31.5 70.7 50.3 <br />Approach LOS E C E D <br />Intersection Summary <br />HCM 2000 Control Delay 51.1 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 1.00 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 98.7% ICU Level of Service F <br />Analysis Period (min)15 <br />c Critical Lane Group