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HCM Signalized Intersection Capacity Analysis Buildout No Project PM <br />10: El Charro Rd & Stoneridge Dr/Jack London Blvd <br />Synchro 11 Report <br />Page 9 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 670 610 10 10 560 1230 80 220 20 1030 70 210 <br />Future Volume (vph) 670 610 10 10 560 1230 80 220 20 1030 70 210 <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 0.94 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 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <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 0.99 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 1561 3433 3539 2787 1770 6329 4990 5085 1583 <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 1561 3433 3539 2787 1770 6329 4990 5085 1583 <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) 684 622 10 10 571 1255 82 224 20 1051 71 214 <br />RTOR Reduction (vph)006002090150000 <br />Lane Group Flow (vph) 684 622 4 10 571 1046 82 229 0 1051 71 214 <br />Confl. Bikes (#/hr)4 <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) 10.0 40.5 40.5 0.9 31.4 61.8 7.4 9.1 25.1 27.5 94.9 <br />Effective Green, g (s) 10.0 41.8 41.8 0.9 32.7 63.1 7.4 11.1 25.1 28.8 94.9 <br />Actuated g/C Ratio 0.11 0.44 0.44 0.01 0.34 0.66 0.08 0.12 0.26 0.30 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) 525 1558 687 32 1219 1853 138 740 1319 1543 1583 <br />v/s Ratio Prot c0.14 0.18 0.00 0.16 c0.38 0.05 c0.04 c0.21 0.01 <br />v/s Ratio Perm 0.00 0.14 <br />v/c Ratio 1.30 0.40 0.01 0.31 0.47 0.56 0.59 0.31 0.80 0.05 0.14 <br />Uniform Delay, d1 42.5 18.0 14.9 46.7 24.3 8.5 42.3 38.4 32.5 23.3 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 149.7 0.2 0.0 2.0 0.3 0.4 4.5 0.2 3.3 0.0 0.2 <br />Delay (s)192.2 18.2 14.9 48.7 24.6 8.9 46.8 38.6 35.8 23.4 0.2 <br />Level of Service F B B D C A D D D C A <br />Approach Delay (s)108.6 14.0 40.6 29.5 <br />Approach LOS F B D C <br />Intersection Summary <br />HCM 2000 Control Delay 46.0 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.71 <br />Actuated Cycle Length (s) 94.9 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 69.9% ICU Level of Service C <br />Analysis Period (min) 15 <br />c Critical Lane Group