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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 plus Project PM Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 105 10 106 90 10 90 123 1370 230 330 1670 161 Future Volume (vph) 105 10 106 90 10 90 123 1370 230 330 1670 161 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 1608 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 1608 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) 111 11 112 95 11 95 129 1442 242 347 1758 169 RTOR Reduction (vph) 0 105 00000000040 Lane Group Flow (vph) 111 18 0 95 11 95 129 1442 242 347 1758 129 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) 23.0 7.0 24.2 7.6 120.0 13.8 60.3 120.0 18.0 64.5 64.5 Effective Green, g (s) 23.0 7.8 24.2 8.4 120.0 13.8 61.6 120.0 18.0 65.8 65.8 Actuated g/C Ratio 0.19 0.06 0.20 0.07 1.00 0.12 0.51 1.00 0.15 0.55 0.55 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) 316 104 306 130 1563 203 2610 1558 265 2788 833 v/s Ratio Prot c0.05 0.01 0.04 0.01 c0.07 0.28 c0.20 c0.35 v/s Ratio Perm c0.02 0.02 0.06 c0.16 0.08 v/c Ratio 0.35 0.18 0.31 0.08 0.06 0.64 0.55 0.16 1.31 0.63 0.15 Uniform Delay, d1 42.1 53.1 43.0 52.2 0.0 50.7 19.8 0.0 51.0 18.7 13.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.90 0.74 1.00 0.62 0.21 0.13 Incremental Delay, d2 0.5 0.3 0.6 0.1 0.1 3.9 0.7 0.2 159.8 0.9 0.3 Delay (s) 42.6 53.4 43.6 52.3 0.1 49.6 15.4 0.2 191.4 4.8 2.0 Level of Service D D D D A D B A F A A Approach Delay (s) 48.3 23.5 15.8 33.0 Approach LOS D C B C Intersection Summary HCM 2000 Control Delay 26.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.66 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