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HCM Signalized Intersection Capacity Analysis Approved 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) 380 600 120 200 380 860 130 880 140 1090 1050 210 <br />Future Volume (vph) 380 600 120 200 380 860 130 880 140 1090 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 1.00 0.95 1.00 0.97 0.95 0.97 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.97 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 1770 3539 1557 3433 3460 3600 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 1770 3539 1557 3433 3460 3433 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) 388 612 122 204 388 878 133 898 143 1112 1071 214 <br />RTOR Reduction (vph) 0 0 96 00001100053 <br />Lane Group Flow (vph) 388 612 26 204 388 878 133 1030 0 1112 1071 161 <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) 16.8 24.1 24.1 13.9 21.2 120.0 8.1 33.4 30.0 55.3 55.3 <br />Effective Green, g (s) 16.8 25.3 25.3 13.9 22.4 120.0 8.1 34.8 30.0 56.7 56.7 <br />Actuated g/C Ratio 0.14 0.21 0.21 0.12 0.19 1.00 0.07 0.29 0.25 0.47 0.47 <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) 480 746 325 205 660 1557 231 1003 900 1672 713 <br />v/s Ratio Prot 0.11 c0.17 c0.12 0.11 0.04 c0.30 c0.31 0.30 <br />v/s Ratio Perm 0.02 c0.56 0.11 <br />v/c Ratio 0.81 0.82 0.08 1.00 0.59 0.56 0.58 1.03 1.24 0.64 0.23 <br />Uniform Delay, d1 50.0 45.2 38.0 53.0 44.6 0.0 54.3 42.6 45.0 23.9 18.7 <br />Progression Factor 1.00 1.00 1.00 0.87 0.79 1.00 1.00 1.00 0.81 0.86 1.33 <br />Incremental Delay, d2 9.2 6.9 0.0 55.5 1.7 1.2 2.2 35.6 111.1 1.0 0.4 <br />Delay (s) 59.2 52.0 38.0 101.8 36.8 1.2 56.4 78.2 147.4 21.7 25.3 <br />Level of Service E D D F D A E E F C C <br />Approach Delay (s)53.0 24.6 75.7 80.3 <br />Approach LOS D C E F <br />Intersection Summary <br />HCM 2000 Control Delay 61.2 HCM 2000 Level of Service E <br />HCM 2000 Volume to Capacity ratio 1.04 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 102.4% ICU Level of Service G <br />Analysis Period (min)15 <br />c Critical Lane Group