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HCM Signalized Intersection Capacity Analysis Approved Plus Project AM <br />3: Santa Rita Rd & Valley Ave <br />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) 350 260 180 300 540 1000 170 650 160 500 1010 280 <br />Future Volume (vph) 350 260 180 300 540 1000 170 650 160 500 1010 280 <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 <br />Lane Util. Factor 0.97 0.95 1.00 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 0.99 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 1.00 1.00 <br />Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot)3433 3539 1520 1770 3539 1558 3433 3415 3600 3539 1491 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)3433 3539 1520 1770 3539 1558 3433 3415 3433 3539 1491 <br />Peak-hour factor, PHF 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 <br />Adj. Flow (vph) 402 299 207 345 621 1149 195 747 184 575 1161 322 <br />RTOR Reduction (vph) 0 0 130 000017000151 <br />Lane Group Flow (vph) 402 299 77 345 621 1149 195 914 0 575 1161 171 <br />Confl. Peds. (#/hr)11 12 11 32 <br />Confl. Bikes (#/hr)10 1 12 <br />Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm <br />Protected Phases 7 4 3 8 5 2 1 6 <br />Permitted Phases 4 Free 6 <br />Actuated Green, G (s) 17.5 18.2 18.2 27.7 28.4 120.0 9.1 36.5 19.0 46.4 46.4 <br />Effective Green, g (s) 17.5 19.4 19.4 27.7 29.6 120.0 9.1 37.9 19.0 47.8 47.8 <br />Actuated g/C Ratio 0.15 0.16 0.16 0.23 0.25 1.00 0.08 0.32 0.16 0.40 0.40 <br />Clearance Time (s)4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 <br />Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 <br />Lane Grp Cap (vph) 500 572 245 408 872 1558 260 1078 570 1409 593 <br />v/s Ratio Prot 0.12 0.08 c0.19 0.18 0.06 c0.27 c0.16 0.33 <br />v/s Ratio Perm 0.05 c0.74 0.11 <br />v/c Ratio 0.80 0.52 0.31 0.85 0.71 0.74 0.75 0.85 1.01 0.82 0.29 <br />Uniform Delay, d1 49.6 46.1 44.4 44.1 41.3 0.0 54.3 38.4 50.5 32.3 24.5 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75 0.70 1.37 <br />Incremental Delay, d2 8.6 0.4 0.3 14.3 3.4 3.2 10.3 8.3 36.6 4.7 1.0 <br />Delay (s)58.2 46.5 44.7 58.4 44.7 3.2 64.6 46.6 74.6 27.5 34.7 <br />Level of Service E D D E D A E D E C C <br />Approach Delay (s)51.3 24.4 49.8 41.8 <br />Approach LOS DCDD <br />Intersection Summary <br />HCM 2000 Control Delay 38.7 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.89 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 79.4% ICU Level of Service D <br />Analysis Period (min)15 <br />c Critical Lane Group