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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 AM Synchro 11 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 130 10 70 50 10 50 90 1710 30 40 1500 130 Future Volume (vph) 130 10 70 50 10 50 90 1710 30 40 1500 130 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 1584 1766 1863 1562 1770 5085 1561 1770 5085 1529 Flt Permitted 0.75 1.00 0.57 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1394 1584 1063 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) 140 11 75 54 11 54 97 1839 32 43 1613 140 RTOR Reduction (vph) 0 67 00000000035 Lane Group Flow (vph) 140 19 0 54 11 54 97 1839 32 43 1613 105 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) 23.9 11.5 16.1 7.6 120.0 11.0 74.7 120.0 7.2 70.9 70.9 Effective Green, g (s) 23.9 12.3 16.1 8.4 120.0 11.0 76.0 120.0 7.2 72.2 72.2 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) 315 162 192 130 1562 162 3220 1561 106 3059 919 v/s Ratio Prot c0.05 0.01 0.02 0.01 c0.05 c0.36 0.02 0.32 v/s Ratio Perm c0.04 0.02 0.03 0.02 0.07 v/c Ratio 0.44 0.12 0.28 0.08 0.03 0.60 0.57 0.02 0.41 0.53 0.11 Uniform Delay, d1 42.8 48.9 48.2 52.2 0.0 52.4 12.6 0.0 54.3 13.9 10.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.24 0.50 1.00 1.03 0.64 0.75 Incremental Delay, d2 0.7 0.1 0.8 0.1 0.0 3.3 0.6 0.0 2.2 0.6 0.2 Delay (s) 43.5 49.0 49.0 52.3 0.0 68.4 7.0 0.0 58.3 9.5 7.8 Level of Service D D D D AEAAEAA Approach Delay (s) 45.6 27.1 9.9 10.5 Approach LOS D C A B Intersection Summary HCM 2000 Control Delay 12.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 62.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group