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HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM <br />10: El Charro Rd & Stoneridge Dr/Jack London Blvd <br />Synchro 11 Report <br />Page 10 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 170 790 70 130 910 1250 60 580 140 930 1350 220 <br />Future Volume (vph) 170 790 70 130 910 1250 60 580 140 930 1350 220 <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 0.94 0.95 1.00 0.97 0.95 0.88 1.00 0.86 0.94 0.91 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 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 <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)4990 3539 1322 2714 3539 2787 1770 4132 4990 3283 1563 <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)4990 3539 1322 2714 3539 2787 1770 4132 4990 3283 1563 <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) 173 806 71 133 929 1276 61 592 143 949 1378 224 <br />RTOR Reduction (vph) 0 0 50 0 0 45 0 39 0000 <br />Lane Group Flow (vph) 173 806 21 133 929 1231 61 696 0 949 1378 224 <br />Confl. Peds. (#/hr)5 1 2 <br />Confl. Bikes (#/hr)1 <br />Heavy Vehicles (%)2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% <br />Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free <br />Protected Phases 1 6 5 2 2 3 7 4 3 8 <br />Permitted Phases 6 Free <br />Actuated Green, G (s) 6.0 33.9 33.9 15.0 42.9 67.4 4.0 25.6 24.5 46.8 118.3 <br />Effective Green, g (s) 6.0 35.2 35.2 15.0 44.2 70.0 4.0 27.6 24.5 48.1 118.3 <br />Actuated g/C Ratio 0.05 0.30 0.30 0.13 0.37 0.59 0.03 0.23 0.21 0.41 1.00 <br />Clearance Time (s)4.0 5.3 5.3 4.0 5.3 4.0 6.0 4.0 5.3 <br />Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 <br />Lane Grp Cap (vph) 253 1053 393 344 1322 1649 59 964 1033 1334 1563 <br />v/s Ratio Prot c0.03 0.23 0.05 0.26 c0.44 c0.03 0.17 0.19 c0.42 <br />v/s Ratio Perm 0.02 0.14 <br />v/c Ratio 0.68 0.77 0.05 0.39 0.70 0.75 1.03 0.72 0.92 1.03 0.14 <br />Uniform Delay, d1 55.2 37.8 29.7 47.4 31.5 17.7 57.1 41.8 45.9 35.1 0.0 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 6.0 3.4 0.1 0.3 1.7 1.9 127.0 2.5 12.5 33.5 0.2 <br />Delay (s)61.2 41.2 29.7 47.7 33.2 19.6 184.2 44.3 58.5 68.6 0.2 <br />Level of Service E DCDCBFD EEA <br />Approach Delay (s)43.7 26.6 55.1 58.8 <br />Approach LOS D C E E <br />Intersection Summary <br />HCM 2000 Control Delay 44.8 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.89 <br />Actuated Cycle Length (s) 118.3 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 78.3% ICU Level of Service D <br />Analysis Period (min) 15 <br />c Critical Lane Group