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HCM Signalized Intersection Capacity Analysis Timing Plan: PM PEAK 2: Hopyard Rd & S Valley Trails Dr/Parkside Dr 10/17/2023 3200 Hopyard Rd: Buildout PM Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 100 10 100 90 10 90 110 1370 230 330 1670 150 Future Volume (vph) 100 10 100 90 10 90 110 1370 230 330 1670 150 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 0.96 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 Frt 1.00 0.86 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1765 1610 1770 1863 1563 1770 5085 1558 1770 5085 1520 Flt Permitted 0.75 1.00 0.53 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1394 1610 980 1863 1563 1770 5085 1558 1770 5085 1520 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 105 11 105 95 11 95 116 1442 242 347 1758 158 RTOR Reduction (vph) 0 98 00000000039 Lane Group Flow (vph) 105 18 0 95 11 95 116 1442 242 347 1758 119 Confl. Peds. (#/hr) 3 3 7 6 Confl. Bikes (#/hr)92 Turn Type pm+pt NA pm+pt NA Free Prot NA Free Prot NA Perm Protected Phases 3 8 7 4 5 2 1 6 Permitted Phases 8 4 Free Free 6 Actuated Green, G (s) 22.7 6.9 24.1 7.6 120.0 12.6 60.5 120.0 18.0 65.9 65.9 Effective Green, g (s) 22.7 7.7 24.1 8.4 120.0 12.6 61.8 120.0 18.0 67.2 67.2 Actuated g/C Ratio 0.19 0.06 0.20 0.07 1.00 0.10 0.51 1.00 0.15 0.56 0.56 Clearance Time (s) 4.0 4.8 4.0 4.8 4.0 5.3 4.0 5.3 5.3 Vehicle Extension (s) 2.5 2.0 3.0 2.0 2.0 2.5 3.0 2.5 2.5 Lane Grp Cap (vph) 312 103 305 130 1563 185 2618 1558 265 2847 851 v/s Ratio Prot c0.04 0.01 0.04 0.01 c0.07 0.28 c0.20 c0.35 v/s Ratio Perm 0.02 c0.02 0.06 c0.16 0.08 v/c Ratio 0.34 0.17 0.31 0.08 0.06 0.63 0.55 0.16 1.31 0.62 0.14 Uniform Delay, d1 42.3 53.1 43.1 52.2 0.0 51.4 19.7 0.0 51.0 17.8 12.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.90 0.75 1.00 0.62 0.20 0.12 Incremental Delay, d2 0.5 0.3 0.6 0.1 0.1 3.9 0.7 0.2 159.8 0.8 0.3 Delay (s) 42.8 53.4 43.7 52.3 0.1 50.3 15.4 0.2 191.6 4.5 1.8 Level of Service D D D D A D B A F A A Approach Delay (s) 48.4 23.5 15.6 33.0 Approach LOS D C B C Intersection Summary HCM 2000 Control Delay 26.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group