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HCM Signalized Intersection Capacity Analysis <br />19: 4th & Ross 1128/2016 <br />,(.- 4- T Is. l <br />Movement <br />WBL <br />WBR <br />NBT <br />NBR <br />SBL <br />SBT <br />Lane Configurations <br />Intersection Capacity Utilization <br />0.0% ICU Level of Service A <br />Analysis Period (min) <br />15 <br />Traffic Volume (vph) <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Future Volume (vph) <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Ideal Flow(vphpl) <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />Total Lost time (s) <br />Lane Util. Factor <br />Frt <br />At Protected <br />Satd. Flow (prot) <br />At Permitted <br />Satd. Flow (perm) <br />Peak -hour factor. PHF 0.92 0.92 0.92 0.92 0.92 0.92 <br />Adj. Flow (vph) 0 0 0 0 0 0 <br />RTOR Reduction (vph) 0 0 0 0 0 0 <br />Lane Group Flow (vph) 0 0 0 0 0 0 <br />Tum Type <br />Protected Phases <br />Permitted Phases <br />Actuated Green, G (s) <br />Effective Green, g (s) <br />Actuated g/C Ratio <br />Clearance Time (s) <br />Lane Grp Cap (vph) <br />v/s Ratio Prot <br />v/s Ratio Perm <br />v/c Ratio <br />Uniform Delay, d1 <br />Progression Factor <br />Incremental Delay, d2 <br />Delay (s) <br />Level of Service <br />Approach Delay (s) 0.0 0.0 0.0 <br />Approach LOS A A A <br />Intersection Summary <br />HCM 2000 Control Delay <br />0.0 HCM 2000 Level of Service A <br />HCM 2000 Volume to Capacity ratio <br />0.00 <br />Actuated Cycle Length (s) <br />3.0 Sum of lost time (s) 0.0 <br />Intersection Capacity Utilization <br />0.0% 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 9 <br />