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HCM Signalized Intersection Capacity Analysis Timing Plan: AM PEAK <br />1: Hopyard Rd & Valley Ave 10/17/2023 <br />3200 Hopyard Rd: Buildout AM Synchro 11 Report <br />Page 1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 520 150 40 30 300 620 40 650 50 360 500 750 <br />Future Volume (vph) 520 150 40 30 300 620 40 650 50 360 500 750 <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 4.0 4.0 4.0 <br />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 <br />Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 0.97 1.00 1.00 0.99 <br />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 <br />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 <br />Flt Protected 0.95 0.97 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot) 1610 3286 1555 1770 3539 1562 1770 3539 1541 3433 3539 1562 <br />Flt Permitted 0.95 0.97 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm) 1610 3286 1555 1770 3539 1562 1770 3539 1541 3433 3539 1562 <br />Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br />Adj. Flow (vph) 571 165 44 33 330 681 44 714 55 396 549 824 <br />RTOR Reduction (vph) 0 0 35 0000035000 <br />Lane Group Flow (vph) 285 451 9 33 330 681 44 714 20 396 549 824 <br />Confl. Peds. (#/hr)4463 <br />Confl. Bikes (#/hr)92 <br />Turn Type Split NA Perm Split NA Free Prot NA Perm Prot NA Free <br />Protected Phases 3 3 4 4 5 2 1 6 <br />Permitted Phases 3 Free 2 Free <br />Actuated Green, G (s) 23.9 23.9 23.9 16.6 16.6 120.0 5.6 43.2 43.2 17.2 54.8 120.0 <br />Effective Green, g (s) 24.8 24.8 24.8 17.5 17.5 120.0 5.6 44.5 44.5 17.2 56.1 120.0 <br />Actuated g/C Ratio 0.21 0.21 0.21 0.15 0.15 1.00 0.05 0.37 0.37 0.14 0.47 1.00 <br />Clearance Time (s) 4.9 4.9 4.9 4.9 4.9 4.0 5.3 5.3 4.0 5.3 <br />Vehicle Extension (s) 2.5 2.5 2.5 2.0 2.0 2.0 2.5 2.5 2.0 2.0 <br />Lane Grp Cap (vph) 332 679 321 258 516 1562 82 1312 571 492 1654 1562 <br />v/s Ratio Prot c0.18 0.14 0.02 0.09 0.02 0.20 c0.12 0.16 <br />v/s Ratio Perm 0.01 0.44 0.01 c0.53 <br />v/c Ratio 0.86 0.66 0.03 0.13 0.64 0.44 0.54 0.54 0.04 0.80 0.33 0.53 <br />Uniform Delay, d1 45.9 43.8 38.0 44.6 48.3 0.0 55.9 29.8 24.1 49.8 20.1 0.0 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.64 0.98 1.00 <br />Incremental Delay, d2 19.0 2.2 0.0 0.1 1.9 0.9 3.4 1.6 0.1 7.9 0.5 1.1 <br />Delay (s) 64.9 46.0 38.0 44.7 50.2 0.9 59.3 31.4 24.2 39.7 20.2 1.1 <br />Level of Service E DDDDAECCDCA <br />Approach Delay (s) 52.4 17.9 32.4 15.7 <br />Approach LOS D B C B <br />Intersection Summary <br />HCM 2000 Control Delay 25.8 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.69 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 <br />Intersection Capacity Utilization 67.0% ICU Level of Service C <br />Analysis Period (min) 15 <br />c Critical Lane Group