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HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM <br />10: El Charro Rd & Stoneridge Dr/Jack London Blvd <br />Synchro 11 Report <br />Page 1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 550 950 10 600 500 1000 110 750 280 1200 430 170 <br />Future Volume (vph) 550 950 10 600 500 1000 110 750 280 1200 430 170 <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 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 0.96 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 1559 3433 3539 2787 1770 6146 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 1559 3433 3539 2787 1770 6146 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) 561 969 10 612 510 1020 112 765 286 1224 439 173 <br />RTOR Reduction (vph)00700260560000 <br />Lane Group Flow (vph) 561 969 3 612 510 994 112 995 0 1224 439 173 <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) 17.8 30.7 30.7 20.0 32.9 69.2 11.0 19.0 31.0 39.7 120.0 <br />Effective Green, g (s) 17.8 32.0 32.0 20.0 34.2 70.5 11.0 21.0 31.0 41.0 120.0 <br />Actuated g/C Ratio 0.15 0.27 0.27 0.17 0.29 0.59 0.09 0.18 0.26 0.34 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) 740 943 415 572 1008 1637 162 1075 1289 1737 1583 <br />v/s Ratio Prot 0.11 c0.27 c0.18 0.14 0.36 0.06 c0.16 c0.25 0.09 <br />v/s Ratio Perm 0.00 c0.11 <br />v/c Ratio 0.76 1.03 0.01 1.07 0.51 0.61 0.69 0.93 0.95 0.25 0.11 <br />Uniform Delay, d1 49.0 44.0 32.3 50.0 35.8 15.9 52.9 48.7 43.7 28.5 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 4.0 36.6 0.0 57.7 0.4 0.6 9.8 13.1 14.5 0.1 0.1 <br />Delay (s)53.0 80.6 32.3 107.7 36.2 16.5 62.7 61.8 58.2 28.5 0.1 <br />Level of Service D F C F D B E E E C A <br />Approach Delay (s/veh)70.2 47.3 61.9 45.7 <br />Approach LOS E D E D <br />Intersection Summary <br />HCM 2000 Control Delay (s/veh)54.7 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.99 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 95.1% ICU Level of Service F <br />Analysis Period (min)15 <br />c Critical Lane Group