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HCM Signalized Intersection Capacity Analysis Timing Plan: PM PEAK <br />3: Hopyard Rd & N Valley Trails Dr/Arthur Dr 10/17/2023 <br />3200 Hopyard Rd: Buildout PM Synchro 11 Report <br />Page 3 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 150 0 70 10 10 20 70 1460 20 40 1940 160 <br />Future Volume (vph) 150 0 70 10 10 20 70 1460 20 40 1940 160 <br />Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 1.00 <br />Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 0.96 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot) 1770 1562 1817 1550 1770 5072 1770 5085 1520 <br />Flt Permitted 0.74 1.00 0.86 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm) 1384 1562 1601 1550 1770 5072 1770 5085 1520 <br />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 <br />Adj. Flow (vph) 163 0 76 11 11 22 76 1587 22 43 2109 174 <br />RTOR Reduction (vph) 0 0 63 0 0 18 0100026 <br />Lane Group Flow (vph) 0 163 13 0 22 4 76 1608 0 43 2109 148 <br />Confl. Peds. (#/hr)67 <br />Confl. Bikes (#/hr)1774 <br />Turn Type Perm NA Perm Perm NA Perm Prot NA Prot NA Perm <br />Protected Phases 4 4 5 2 1 6 <br />Permitted Phases 4 4 4 4 6 <br />Actuated Green, G (s) 19.6 19.6 19.6 19.6 7.5 80.1 6.4 79.0 79.0 <br />Effective Green, g (s) 20.2 20.2 20.2 20.2 7.5 81.4 6.4 80.3 80.3 <br />Actuated g/C Ratio 0.17 0.17 0.17 0.17 0.06 0.68 0.05 0.67 0.67 <br />Clearance Time (s) 4.6 4.6 4.6 4.6 4.0 5.3 4.0 5.3 5.3 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 2.0 3.5 2.0 3.5 3.5 <br />Lane Grp Cap (vph) 232 262 269 260 110 3440 94 3402 1017 <br />v/s Ratio Prot c0.04 0.32 0.02 c0.41 <br />v/s Ratio Perm c0.12 0.01 0.01 0.00 0.10 <br />v/c Ratio 0.70 0.05 0.08 0.01 0.69 0.47 0.46 0.62 0.15 <br />Uniform Delay, d1 47.1 41.8 42.1 41.6 55.1 9.1 55.1 11.2 7.3 <br />Progression Factor 1.00 1.00 1.00 1.00 1.27 0.12 1.35 0.16 0.03 <br />Incremental Delay, d2 9.3 0.1 0.1 0.0 12.7 0.4 0.9 0.6 0.2 <br />Delay (s) 56.3 41.9 42.2 41.6 82.9 1.5 75.2 2.4 0.4 <br />Level of Service E D D D F A E A A <br />Approach Delay (s) 51.7 41.9 5.2 3.6 <br />Approach LOS D D A A <br />Intersection Summary <br />HCM 2000 Control Delay 7.3 HCM 2000 Level of Service A <br />HCM 2000 Volume to Capacity ratio 0.64 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 <br />Intersection Capacity Utilization 66.6% ICU Level of Service C <br />Analysis Period (min) 15 <br />c Critical Lane Group