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HCM Signalized Intersection Capacity Analysis Timing Plan: AM PEAK 2: Hopyard Rd & S Valley Trails Dr/Parkside Dr 10/17/2023 3200 Hopyard Rd: Buildout plus Project AM Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 143 10 86 50 10 50 94 1710 30 40 1500 134 Future Volume (vph) 143 10 86 50 10 50 94 1710 30 40 1500 134 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 0.98 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 0.97 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 0.87 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 1577 1766 1863 1562 1770 5085 1561 1770 5085 1529 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 1577 979 1863 1562 1770 5085 1561 1770 5085 1529 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 154 11 92 54 11 54 101 1839 32 43 1613 144 RTOR Reduction (vph) 0 82 00000000036 Lane Group Flow (vph) 154 21 0 54 11 54 101 1839 32 43 1613 108 Confl. Peds. (#/hr) 3 4 4 3 4 3 Confl. Bikes (#/hr)4248 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) 24.4 11.7 16.2 7.6 120.0 11.3 74.4 120.0 7.2 70.3 70.3 Effective Green, g (s) 24.4 12.5 16.2 8.4 120.0 11.3 75.7 120.0 7.2 71.6 71.6 Actuated g/C Ratio 0.20 0.10 0.13 0.07 1.00 0.09 0.63 1.00 0.06 0.60 0.60 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) 322 164 188 130 1562 166 3207 1561 106 3034 912 v/s Ratio Prot c0.05 0.01 0.02 0.01 c0.06 c0.36 0.02 0.32 v/s Ratio Perm c0.05 0.02 0.03 0.02 0.07 v/c Ratio 0.48 0.13 0.29 0.08 0.03 0.61 0.57 0.02 0.41 0.53 0.12 Uniform Delay, d1 42.8 48.8 48.9 52.2 0.0 52.2 12.8 0.0 54.3 14.3 10.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.24 0.50 1.00 1.03 0.64 0.74 Incremental Delay, d2 0.8 0.1 0.8 0.1 0.0 3.6 0.6 0.0 2.2 0.6 0.2 Delay (s) 43.6 48.9 49.8 52.3 0.0 68.2 7.1 0.0 58.4 9.7 8.0 Level of Service D D D D AEAAEAA Approach Delay (s) 45.7 27.4 10.1 10.7 Approach LOS D C B B Intersection Summary HCM 2000 Control Delay 13.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group