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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: Existing 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) 344 147 32 36 276 343 44 375 39 221 418 735 <br />Future Volume (vph) 344 147 32 36 276 343 44 375 39 221 418 735 <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 1.00 1.00 1.00 0.98 1.00 1.00 0.98 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 3301 1583 1770 3539 1559 1770 3539 1547 3433 3539 1561 <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 3301 1583 1770 3539 1559 1770 3539 1547 3433 3539 1561 <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) 374 160 35 39 300 373 48 408 42 240 454 799 <br />RTOR Reduction (vph) 0 0 29 0000023000 <br />Lane Group Flow (vph) 187 347 6 39 300 373 48 408 19 240 454 799 <br />Confl. Peds. (#/hr) 11 4 7 <br />Confl. Bikes (#/hr)91 <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) 19.0 19.0 19.0 15.8 15.8 120.0 5.6 53.4 53.4 12.7 60.5 120.0 <br />Effective Green, g (s) 19.9 19.9 19.9 16.7 16.7 120.0 5.6 54.7 54.7 12.7 61.8 120.0 <br />Actuated g/C Ratio 0.17 0.17 0.17 0.14 0.14 1.00 0.05 0.46 0.46 0.11 0.51 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) 266 547 262 246 492 1559 82 1613 705 363 1822 1561 <br />v/s Ratio Prot c0.12 0.11 0.02 0.08 0.03 0.12 0.07 0.13 <br />v/s Ratio Perm 0.00 0.24 0.01 c0.51 <br />v/c Ratio 0.70 0.63 0.02 0.16 0.61 0.24 0.59 0.25 0.03 0.66 0.25 0.51 <br />Uniform Delay, d1 47.3 46.7 41.9 45.5 48.6 0.0 56.1 20.1 18.0 51.6 16.2 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 0.98 1.00 <br />Incremental Delay, d2 7.6 2.1 0.0 0.1 1.5 0.4 6.7 0.4 0.1 3.4 0.3 1.2 <br />Delay (s) 54.8 48.8 41.9 45.6 50.1 0.4 62.8 20.5 18.1 50.1 16.2 1.2 <br />Level of Service DDDDDAECBDBA <br />Approach Delay (s) 50.3 23.8 24.3 13.6 <br />Approach LOS D C C B <br />Intersection Summary <br />HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.61 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0 <br />Intersection Capacity Utilization 59.2% ICU Level of Service B <br />Analysis Period (min) 15 <br />c Critical Lane Group