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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: Existing plus Project 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) 73 1 26 5 0 14 22 1261 8 21 1455 105 <br />Future Volume (vph) 73 1 26 5 0 14 22 1261 8 21 1455 105 <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 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.94 <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 0.95 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot) 1770 1583 1770 1556 1770 5079 1770 5085 1494 <br />Flt Permitted 0.73 1.00 0.64 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm) 1348 1583 1201 1556 1770 5079 1770 5085 1494 <br />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 <br />Adj. Flow (vph) 78 1 28 5 0 15 24 1356 9 23 1565 113 <br />RTOR Reduction (vph) 0 0 25 0 0 14 0000016 <br />Lane Group Flow (vph) 0 79 3051241365 0 23 1565 97 <br />Confl. Peds. (#/hr) 3 3 8 14 <br />Confl. Bikes (#/hr) 1 1 1 <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) 10.8 10.8 10.8 10.8 4.3 91.1 4.2 91.0 91.0 <br />Effective Green, g (s) 11.4 11.4 11.4 11.4 4.3 92.4 4.2 92.3 92.3 <br />Actuated g/C Ratio 0.10 0.10 0.10 0.10 0.04 0.77 0.04 0.77 0.77 <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) 128 150 114 147 63 3910 61 3911 1149 <br />v/s Ratio Prot c0.01 0.27 0.01 c0.31 <br />v/s Ratio Perm c0.06 0.00 0.00 0.00 0.06 <br />v/c Ratio 0.62 0.02 0.04 0.01 0.38 0.35 0.38 0.40 0.08 <br />Uniform Delay, d1 52.2 49.2 49.3 49.2 56.5 4.3 56.6 4.6 3.4 <br />Progression Factor 1.00 1.00 1.00 1.00 1.13 0.08 1.27 0.16 0.00 <br />Incremental Delay, d2 8.6 0.0 0.2 0.0 1.3 0.2 1.3 0.3 0.1 <br />Delay (s) 60.8 49.3 49.5 49.2 64.9 0.6 73.0 1.0 0.1 <br />Level of Service E D D D E A E A A <br />Approach Delay (s) 57.8 49.3 1.7 1.9 <br />Approach LOS E D A A <br />Intersection Summary <br />HCM 2000 Control Delay 4.0 HCM 2000 Level of Service A <br />HCM 2000 Volume to Capacity ratio 0.42 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 <br />Intersection Capacity Utilization 49.1% ICU Level of Service A <br />Analysis Period (min) 15 <br />c Critical Lane Group