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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: Approved 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) 95 10 96 80 10 80 113 1240 210 260 1770 131 Future Volume (vph) 95 10 96 80 10 80 113 1240 210 260 1770 131 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 1611 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 1611 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) 100 11 101 84 11 84 119 1305 221 274 1863 138 RTOR Reduction (vph) 0 94 00000000037 Lane Group Flow (vph) 100 18 0 84 11 84 119 1305 221 274 1863 101 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) 20.3 7.1 21.3 7.6 120.0 12.8 63.1 120.0 18.0 68.3 68.3 Effective Green, g (s) 20.3 7.9 21.3 8.4 120.0 12.8 64.4 120.0 18.0 69.6 69.6 Actuated g/C Ratio 0.17 0.07 0.18 0.07 1.00 0.11 0.54 1.00 0.15 0.58 0.58 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) 276 106 264 130 1563 188 2728 1558 265 2949 881 v/s Ratio Prot c0.04 0.01 0.04 0.01 c0.07 0.26 c0.15 c0.37 v/s Ratio Perm c0.02 0.02 0.05 c0.14 0.07 v/c Ratio 0.36 0.17 0.32 0.08 0.05 0.63 0.48 0.14 1.03 0.63 0.11 Uniform Delay, d1 44.4 52.9 45.3 52.2 0.0 51.3 17.3 0.0 51.0 16.7 11.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.91 0.70 1.00 0.60 0.18 0.13 Incremental Delay, d2 0.6 0.3 0.7 0.1 0.1 4.4 0.5 0.2 57.8 0.8 0.2 Delay (s) 45.0 53.2 46.0 52.3 0.1 51.2 12.7 0.2 88.6 3.8 1.6 Level of Service D D D D A D B A F A A Approach Delay (s) 49.3 24.8 13.8 13.9 Approach LOS D C B B Intersection Summary HCM 2000 Control Delay 16.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 63.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group