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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: Approved 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) 471 320 70 60 170 470 80 552 60 620 801 535 <br />Future Volume (vph) 471 320 70 60 170 470 80 552 60 620 801 535 <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 0.98 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 3324 1559 1770 3539 1559 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 3324 1559 1770 3539 1559 1770 3539 1529 3433 3539 1562 <br />Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 <br />Adj. Flow (vph) 501 340 74 64 181 500 85 587 64 660 852 569 <br />RTOR Reduction (vph) 0 0 59 0000043000 <br />Lane Group Flow (vph) 276 565 15 64 181 500 85 587 21 660 852 569 <br />Confl. Peds. (#/hr) 10 11 5 <br />Confl. Bikes (#/hr) 3 1 7 <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) 23.6 23.6 23.6 12.8 12.8 120.0 8.5 38.1 38.1 26.4 56.0 120.0 <br />Effective Green, g (s) 24.5 24.5 24.5 13.7 13.7 120.0 8.5 39.4 39.4 26.4 57.3 120.0 <br />Actuated g/C Ratio 0.20 0.20 0.20 0.11 0.11 1.00 0.07 0.33 0.33 0.22 0.48 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) 328 678 318 202 404 1559 125 1161 502 755 1689 1562 <br />v/s Ratio Prot c0.17 0.17 0.04 0.05 0.05 0.17 c0.19 c0.24 <br />v/s Ratio Perm 0.01 0.32 0.01 c0.36 <br />v/c Ratio 0.84 0.83 0.05 0.32 0.45 0.32 0.68 0.51 0.04 0.87 0.50 0.36 <br />Uniform Delay, d1 45.9 45.8 38.4 48.8 49.6 0.0 54.4 32.5 27.4 45.2 21.6 0.0 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.59 1.00 <br />Incremental Delay, d2 17.2 8.5 0.0 0.3 0.3 0.5 11.5 1.6 0.2 9.1 0.9 0.6 <br />Delay (s) 63.1 54.3 38.4 49.2 49.9 0.5 65.9 34.0 27.6 50.1 13.5 0.6 <br />Level of Service E DDDDAECCDBA <br />Approach Delay (s) 55.7 16.7 37.1 21.6 <br />Approach LOS E B D C <br />Intersection Summary <br />HCM 2000 Control Delay 30.3 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.68 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 <br />Intersection Capacity Utilization 73.7% ICU Level of Service D <br />Analysis Period (min) 15 <br />c Critical Lane Group