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HCM Signalized Intersection Capacity Analysis <br />39: Mortimer & 4th 1/28/2016 <br />Move <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 />Lane Configurations <br />I <br />+ <br />0.95 <br />1.00 <br />T+ <br />0.97 <br />Satd. Flow (perm) <br />1770 <br />1863 <br />1782 <br />4+ <br />65 <br />Traffic Volume (vph) <br />115 <br />520 <br />0 <br />0 <br />245 <br />115 <br />0 <br />0 <br />0 <br />75 <br />0 <br />60 <br />Future Volume (vph) <br />115 <br />520 <br />0 <br />0 <br />245 <br />115 <br />0 <br />0 <br />0 <br />75 <br />0 <br />60 <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 />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Lane Util. Factor <br />1.00 <br />1.00 <br />1.00 <br />6 <br />1.00 <br />Fr: <br />1.00 <br />1.00 <br />0.96 <br />0.94 <br />At Protected <br />0.95 <br />1.00 <br />1.00 <br />0.97 <br />Satd. Flow (prot) <br />1770 <br />1863 <br />1782 <br />1704 <br />At Permitted <br />0.95 <br />1.00 <br />1.00 <br />0.97 <br />Satd. Flow (perm) <br />1770 <br />1863 <br />1782 <br />1704 <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 />125 <br />565 <br />0 <br />0 <br />266 <br />125 <br />0 <br />0 <br />0 <br />82 <br />0 <br />65 <br />RTOR Reduction (vph) <br />0 <br />0 <br />0 <br />0 <br />19 <br />0 <br />0 <br />0 <br />0 <br />0 <br />53 <br />0 <br />Lane Group Flow (vph) <br />125 <br />565 <br />0 <br />0 <br />372 <br />0 <br />0 <br />0 <br />0 <br />0 <br />94 <br />0 <br />Tum Type <br />Prot <br />NA <br />NA <br />Perm <br />NA <br />Protected Phases <br />7 <br />4 <br />8 <br />6 <br />Permitted Phases <br />6 <br />Actuated Green, G (s) <br />16.5 <br />56.5 <br />35.5 <br />24.5 <br />Effective Green, g (s) <br />16.5 <br />56.5 <br />35.5 <br />24.5 <br />Actuated g/C Ratio <br />0.18 <br />0.63 <br />0.39 <br />0.27 <br />Clearance Time (s) <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Lane Grp Cap (vph) <br />324 <br />1169 <br />702 <br />463 <br />v/s Ratio Prot <br />0.07 <br />c0.30 <br />c0.21 <br />v/s Ratio Perm <br />0.06 <br />v/c Ratio <br />0.39 <br />0.48 <br />0.53 <br />0.20 <br />Uniform Delay, d1 <br />32.3 <br />9.0 <br />20.9 <br />25.2 <br />Progression Factor <br />1.22 <br />0.87 <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />3.3 <br />1.4 <br />2.9 <br />1.0 <br />Delay (s) <br />42.5 <br />9.1 <br />23.7 <br />26.2 <br />Level of Service <br />D <br />A <br />C <br />C <br />Approach Delay (s) <br />15.2 <br />23.7 <br />0.0 26.2 <br />Approach LOS <br />B <br />C <br />A C <br />Intersection Summary <br />HCM 2000 Control Delay <br />19.2 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio <br />0.43 <br />Actuated Cycle Length (s) <br />90.0 Sum of lost time (s) 13.5 <br />Intersection Capacity Utilization <br />45.4% 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 17 <br />