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HCM Signalized Intersection Capacity Analysis Timing Plan: PM PEAK 3: Hopyard Rd & N Valley Trails Dr/Arthur Dr 10/17/2023 3200 Hopyard Rd: Approved plus Project PM Synchro 11 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 150 0 70 10 10 20 60 1345 10 40 2051 160 Future Volume (vph) 150 0 70 10 10 20 60 1345 10 40 2051 160 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 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 1.00 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 Frt 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 1562 1817 1550 1770 5078 1770 5085 1520 Flt Permitted 0.74 1.00 0.86 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1384 1562 1601 1550 1770 5078 1770 5085 1520 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 163 0 76 11 11 22 65 1462 11 43 2229 174 RTOR Reduction (vph) 0 0 63 0 0 18 0000025 Lane Group Flow (vph) 0 163 13 0 22 4 65 1473 0 43 2229 149 Confl. Peds. (#/hr)67 Confl. Bikes (#/hr)1774 Turn Type Perm NA Perm Perm NA Perm Prot NA Prot NA Perm Protected Phases 4 4 5 2 1 6 Permitted Phases 4 4 4 4 6 Actuated Green, G (s) 19.6 19.6 19.6 19.6 7.2 80.1 6.4 79.3 79.3 Effective Green, g (s) 20.2 20.2 20.2 20.2 7.2 81.4 6.4 80.6 80.6 Actuated g/C Ratio 0.17 0.17 0.17 0.17 0.06 0.68 0.05 0.67 0.67 Clearance Time (s) 4.6 4.6 4.6 4.6 4.0 5.3 4.0 5.3 5.3 Vehicle Extension (s) 3.0 3.0 3.0 3.0 2.0 3.5 2.0 3.5 3.5 Lane Grp Cap (vph) 232 262 269 260 106 3444 94 3415 1020 v/s Ratio Prot c0.04 0.29 0.02 c0.44 v/s Ratio Perm c0.12 0.01 0.01 0.00 0.10 v/c Ratio 0.70 0.05 0.08 0.01 0.61 0.43 0.46 0.65 0.15 Uniform Delay, d1 47.1 41.8 42.1 41.6 55.0 8.7 55.1 11.5 7.2 Progression Factor 1.00 1.00 1.00 1.00 1.28 0.13 1.32 0.19 0.02 Incremental Delay, d2 9.3 0.1 0.1 0.0 6.7 0.4 0.9 0.7 0.2 Delay (s) 56.3 41.9 42.2 41.6 77.1 1.5 73.6 2.9 0.4 Level of Service E D D D E A E A A Approach Delay (s) 51.7 41.9 4.7 4.0 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 7.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group