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HCM Signalized Intersection Capacity Analysis Buildout No Project PM <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) 380 520 120 230 530 1000 130 790 150 1150 1050 210 <br />Future Volume (vph) 380 520 120 230 530 1000 130 790 150 1150 1050 210 <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 0.97 0.95 1.00 0.97 0.95 0.94 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.97 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.95 <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 0.98 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 1542 3433 3539 1557 3433 3447 4990 3539 1509 <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 1542 3433 3539 1557 3433 3447 4990 3539 1509 <br />Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 <br />Adj. Flow (vph) 388 531 122 235 541 1020 133 806 153 1173 1071 214 <br />RTOR Reduction (vph) 0 0 98 000013000109 <br />Lane Group Flow (vph) 388 531 24 235 541 1020 133 946 0 1173 1071 105 <br />Confl. Peds. (#/hr)9 15 1 26 <br />Confl. Bikes (#/hr)2115 <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) 14.9 22.3 22.3 16.9 24.3 120.0 8.1 33.2 29.0 54.1 54.1 <br />Effective Green, g (s) 14.9 23.5 23.5 16.9 25.5 120.0 8.1 34.6 29.0 55.5 55.5 <br />Actuated g/C Ratio 0.12 0.20 0.20 0.14 0.21 1.00 0.07 0.29 0.24 0.46 0.46 <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) 426 693 301 483 752 1557 231 993 1205 1636 697 <br />v/s Ratio Prot c0.11 0.15 0.07 0.15 0.04 c0.27 c0.24 0.30 <br />v/s Ratio Perm 0.02 c0.66 0.07 <br />v/c Ratio 0.91 0.77 0.08 0.49 0.72 0.66 0.58 0.95 0.97 0.65 0.15 <br />Uniform Delay, d1 51.9 45.7 39.4 47.5 43.9 0.0 54.3 41.9 45.1 24.9 18.6 <br />Progression Factor 1.00 1.00 1.00 0.74 0.96 1.00 1.00 1.00 0.85 0.90 2.90 <br />Incremental Delay, d2 23.0 4.6 0.0 0.2 2.7 1.4 2.2 19.2 11.8 0.9 0.2 <br />Delay (s)74.9 50.2 39.5 35.1 44.8 1.4 56.4 61.1 50.2 23.4 54.3 <br />Level of Service E DDDDAEE DCD <br />Approach Delay (s)58.2 18.9 60.6 38.9 <br />Approach LOS E B E D <br />Intersection Summary <br />HCM 2000 Control Delay 40.1 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.90 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 90.1% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group