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HCM Signalized Intersection Capacity Analysis Timing Plan: PM PEAK <br />1: Hopyard Rd & Valley Ave 10/17/2023 <br />3200 Hopyard Rd: Existing plus Project PM 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) 493 259 38 41 187 308 56 491 38 419 594 430 <br />Future Volume (vph) 493 259 38 41 187 308 56 491 38 419 594 430 <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 0.99 1.00 1.00 0.98 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 0.98 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 3309 1563 1770 3539 1553 1770 3539 1529 3433 3539 1562 <br />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 <br />Satd. Flow (perm) 1610 3309 1563 1770 3539 1553 1770 3539 1529 3433 3539 1562 <br />Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Adj. Flow (vph) 519 273 40 43 197 324 59 517 40 441 625 453 <br />RTOR Reduction (vph) 0 0 32 0000025000 <br />Lane Group Flow (vph) 259 533 8 43 197 324 59 517 15 441 625 453 <br />Confl. Peds. (#/hr) 25 14 4 <br />Confl. Bikes (#/hr) 1 <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) 23.0 23.0 23.0 13.2 13.2 120.0 7.4 44.9 44.9 19.8 57.3 120.0 <br />Effective Green, g (s) 23.9 23.9 23.9 14.1 14.1 120.0 7.4 46.2 46.2 19.8 58.6 120.0 <br />Actuated g/C Ratio 0.20 0.20 0.20 0.12 0.12 1.00 0.06 0.39 0.39 0.17 0.49 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) 320 659 311 207 415 1553 109 1362 588 566 1728 1562 <br />v/s Ratio Prot 0.16 c0.16 0.02 c0.06 0.03 0.15 c0.13 c0.18 <br />v/s Ratio Perm 0.01 0.21 0.01 0.29 <br />v/c Ratio 0.81 0.81 0.03 0.21 0.47 0.21 0.54 0.38 0.03 0.78 0.36 0.29 <br />Uniform Delay, d1 45.9 45.9 38.7 47.9 49.5 0.0 54.7 26.6 22.9 48.0 19.1 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 0.79 1.00 <br />Incremental Delay, d2 13.6 7.0 0.0 0.2 0.3 0.3 2.9 0.8 0.1 5.7 0.5 0.4 <br />Delay (s) 59.5 52.9 38.7 48.1 49.8 0.3 57.6 27.4 23.0 36.2 15.7 0.4 <br />Level of Service E DDDDAECCDBA <br />Approach Delay (s) 54.3 21.2 30.0 17.1 <br />Approach LOS D C C B <br />Intersection Summary <br />HCM 2000 Control Delay 28.8 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.57 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 <br />Intersection Capacity Utilization 72.0% ICU Level of Service C <br />Analysis Period (min) 15 <br />c Critical Lane Group