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HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM <br />9: Stanley Blvd & El Charro Rd <br />Synchro 11 Report <br />Page 1 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph) 820 400 1350 930 60 420 <br />Future Volume (vph) 820 400 1350 930 60 420 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 0.97 0.95 0.95 0.88 0.97 1.00 <br />Frt 1.00 1.00 1.00 0.85 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)3433 3539 3539 2787 3433 1583 <br />Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)3433 3539 3539 2787 3433 1583 <br />Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph) 911 444 1500 1033 67 467 <br />RTOR Reduction (vph) 0 0 0 329 0 9 <br />Lane Group Flow (vph) 911 444 1500 704 67 458 <br />Turn Type Prot NA NA Perm Prot pm+ov <br />Protected Phases 1 6 2 4 1 <br />Permitted Phases 2 4 <br />Actuated Green, G (s) 25.1 80.4 51.2 51.2 11.9 37.0 <br />Effective Green, g (s) 25.2 80.5 51.3 51.3 12.0 37.2 <br />Actuated g/C Ratio 0.25 0.80 0.51 0.51 0.12 0.37 <br />Clearance Time (s)4.1 4.1 4.1 4.1 4.1 4.1 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph) 860 2834 1806 1422 409 648 <br />v/s Ratio Prot c0.27 0.13 c0.42 0.02 c0.18 <br />v/s Ratio Perm 0.25 0.11 <br />v/c Ratio 1.06 0.16 0.83 0.50 0.16 0.71 <br />Uniform Delay, d1 37.7 2.3 20.9 16.1 39.7 27.0 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 47.6 0.0 3.4 0.3 0.2 3.5 <br />Delay (s) 85.3 2.3 24.3 16.4 39.9 30.5 <br />Level of Service F A C B D C <br />Approach Delay (s/veh)58.1 21.1 31.7 <br />Approach LOS E C C <br />Intersection Summary <br />HCM 2000 Control Delay (s/veh)33.7 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.89 <br />Actuated Cycle Length (s) 100.5 Sum of lost time (s)12.0 <br />Intersection Capacity Utilization 74.9% ICU Level of Service D <br />Analysis Period (min)15 <br />c Critical Lane Group