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HCM Signalized Intersection Capacity Analysis Approved Plus Project AM <br />9: Stanley Blvd & El Charro Rd <br />Synchro 11 Report <br />Page 9 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph) 760 490 1700 560 30 270 <br />Future Volume (vph) 760 490 1700 560 30 270 <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) 844 544 1889 622 33 300 <br />RTOR Reduction (vph) 0 0 0 145 0 3 <br />Lane Group Flow (vph) 844 544 1889 477 33 297 <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) 25.4 86.4 56.9 56.9 10.6 36.0 <br />Effective Green, g (s) 25.5 86.5 57.0 57.0 10.7 36.2 <br />Actuated g/C Ratio 0.24 0.82 0.54 0.54 0.10 0.34 <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) 832 2909 1917 1510 349 604 <br />v/s Ratio Prot c0.25 0.15 c0.53 0.01 c0.12 <br />v/s Ratio Perm 0.17 0.07 <br />v/c Ratio 1.01 0.19 0.99 0.32 0.09 0.49 <br />Uniform Delay, d1 39.9 2.0 23.7 13.3 42.9 27.2 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 34.8 0.0 17.1 0.1 0.1 0.6 <br />Delay (s) 74.7 2.0 40.7 13.4 43.0 27.9 <br />Level of Service E A D B D C <br />Approach Delay (s)46.2 34.0 29.4 <br />Approach LOS D C C <br />Intersection Summary <br />HCM 2000 Control Delay 37.6 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.94 <br />Actuated Cycle Length (s) 105.2 Sum of lost time (s)12.0 <br />Intersection Capacity Utilization 82.8% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group