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HCM Signalized Intersection Capacity Analysis <br />36: French & Santa Ana 1/28/2016 <br />Frt <br />EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />1.00 <br />Lane Configurations <br />1.00 <br />Satd. Flow (perm) <br />3526 <br />1573 <br />M+ <br />60 <br />43 <br />4 <br />0 <br />38 <br />1� <br />RTOR Reduction (vph) <br />Traffic Volume (vph) <br />0 <br />0 <br />0 <br />20 <br />840 <br />15 <br />55 <br />40 <br />0 <br />0 <br />35 <br />5 <br />Future Volume (vph) <br />0 <br />0 <br />0 <br />20 <br />840 <br />15 <br />55 <br />40 <br />0 <br />0 <br />35 <br />5 <br />Ideal Flow(vphpl) <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />Total Lost time (s) <br />8 <br />4.5 <br />2 <br />4.5 <br />6 <br />4.5 <br />Permitted Phases <br />Lane Util. Factor <br />8 <br />0.95 <br />2 <br />1.00 <br />1.00 <br />Actuated Green, G (s) <br />Frt <br />1.00 <br />1.00 <br />0.98 <br />At Protected <br />1.00 <br />0.97 <br />1.00 <br />Satd. Flow (prot) <br />3526 <br />1810 <br />1834 <br />At Permitted <br />1.00 <br />0.84 <br />1.00 <br />Satd. Flow (perm) <br />3526 <br />1573 <br />1834 <br />Peak -hour factor, PHF <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />Adj. Flow (vph) <br />0 <br />0 <br />0 <br />22 <br />913 <br />16 <br />60 <br />43 <br />0 <br />0 <br />38 <br />5 <br />RTOR Reduction (vph) <br />0 <br />0 <br />0 <br />0 <br />2 <br />0 <br />0 <br />0 <br />0 <br />0 <br />3 <br />0 <br />Lane Group Flow (vph) <br />0 <br />0 <br />0 <br />0 <br />949 <br />0 <br />0 <br />103 <br />0 <br />0 <br />40 <br />0 <br />Tum Type <br />Perm <br />NA <br />Perm <br />NA <br />NA <br />Protected Phases <br />8 <br />2 <br />6 <br />Permitted Phases <br />8 <br />2 <br />Actuated Green, G (s) <br />18.0 <br />18.0 <br />18.0 <br />Effective Green, g (s) <br />18.0 <br />18.0 <br />18.0 <br />Actuated g/C Ratio <br />0.40 <br />0.40 <br />0.40 <br />Clearance Time (s) <br />4.5 <br />4.5 <br />4.5 <br />Lane Grp Cap (vph) <br />1410 <br />629 <br />733 <br />v/s Ratio Prot <br />0.02 <br />v/s Ratio Perm <br />0.27 <br />c0.07 <br />v/c Ratio <br />0.67 <br />0.16 <br />0.05 <br />Uniform Delay, d1 <br />11.1 <br />8.7 <br />8.3 <br />Progression Factor <br />1.00 <br />0.88 <br />1.00 <br />Incremental Delay, d2 <br />2.6 <br />0.6 <br />0.1 <br />Delay (s) <br />13.7 <br />8.2 <br />8.4 <br />Level of Service <br />B <br />A <br />A <br />Approach Delay (s) 0.0 <br />13.7 <br />8.2 <br />8.4 <br />Approach LOS A <br />B <br />A <br />A <br />Intersection Summary <br />HCM 2000 Control Delay <br />12.9 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio <br />0.42 <br />Actuated Cycle Length (s) <br />45.0 Sum of lost time (s) 9.0 <br />Intersection Capacity Utilization <br />43.6% ICU Level of Service A <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />7/22015 Baseline Synchro 9 Report <br />Page 16 <br />