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HCM Signalized Intersection Capacity Analysis Timing Plan: PM PEAK 1: Hopyard Rd & Valley Ave 10/17/2023 3200 Hopyard Rd: Buildout plus Project PM Synchro 11 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 471 320 70 60 210 650 90 592 80 620 721 595 Future Volume (vph) 471 320 70 60 210 650 90 592 80 620 721 595 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 4.0 Lane Util. Factor 0.91 0.91 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.97 1.00 1.00 0.99 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 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1610 3324 1559 1770 3539 1559 1770 3539 1529 3433 3539 1562 Flt Permitted 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1610 3324 1559 1770 3539 1559 1770 3539 1529 3433 3539 1562 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 501 340 74 64 223 691 96 630 85 660 767 633 RTOR Reduction (vph) 0 0 59 0000058000 Lane Group Flow (vph) 276 565 15 64 223 691 96 630 27 660 767 633 Confl. Peds. (#/hr) 10 11 5 Confl. Bikes (#/hr) 3 1 7 Turn Type Split NA Perm Split NA Free Prot NA Perm Prot NA Free Protected Phases 3 3 4 4 5 2 1 6 Permitted Phases 3 Free 2 Free Actuated Green, G (s) 23.6 23.6 23.6 13.8 13.8 120.0 10.2 37.1 37.1 26.4 53.3 120.0 Effective Green, g (s) 24.5 24.5 24.5 14.7 14.7 120.0 10.2 38.4 38.4 26.4 54.6 120.0 Actuated g/C Ratio 0.20 0.20 0.20 0.12 0.12 1.00 0.08 0.32 0.32 0.22 0.46 1.00 Clearance Time (s) 4.9 4.9 4.9 4.9 4.9 4.0 5.3 5.3 4.0 5.3 Vehicle Extension (s) 2.5 2.5 2.5 2.0 2.0 2.0 2.5 2.5 2.0 2.0 Lane Grp Cap (vph) 328 678 318 216 433 1559 150 1132 489 755 1610 1562 v/s Ratio Prot c0.17 0.17 0.04 0.06 0.05 c0.18 c0.19 0.22 v/s Ratio Perm 0.01 c0.44 0.02 0.41 v/c Ratio 0.84 0.83 0.05 0.30 0.52 0.44 0.64 0.56 0.06 0.87 0.48 0.41 Uniform Delay, d1 45.9 45.8 38.4 47.9 49.3 0.0 53.1 33.8 28.2 45.2 22.8 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.61 1.00 Incremental Delay, d2 17.2 8.5 0.0 0.3 0.4 0.9 6.8 2.0 0.2 9.3 0.9 0.7 Delay (s) 63.1 54.3 38.4 48.2 49.7 0.9 59.9 35.7 28.5 49.8 14.7 0.7 Level of Service E DDDDAEDCDBA Approach Delay (s) 55.7 15.1 37.8 21.7 Approach LOS E B D C Intersection Summary HCM 2000 Control Delay 29.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 74.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group