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HCM Signalized Intersection Capacity Analysis <br />3: Dublin Canyon Rd & Canyon Meadows Dr 03/17/2023 <br />Scenario 1 Hidden Canyon-Lester Property TIS 7:00 am 09/10/2019 Near Term Conditions Synchro 11 Report <br />TJKM Page 1 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph)7 879 179 44 27 4 <br />Future Volume (vph)7 879 179 44 27 4 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)5.8 5.8 5.8 5.8 5.8 <br />Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 1.00 0.97 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)1829 1925 1873 1829 1636 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1829 1925 1873 1829 1636 <br />Peak-hour factor, PHF 0.92 0.92 0.90 0.90 0.75 0.75 <br />Adj. Flow (vph) 8 955 199 49 36 5 <br />RTOR Reduction (vph)005005 <br />Lane Group Flow (vph) 8 955 243 0 36 0 <br />Turn Type Prot NA NA Prot Perm <br />Protected Phases 1 6 2 8 <br />Permitted Phases 8 <br />Actuated Green, G (s) 3.9 52.7 43.0 4.1 4.1 <br />Effective Green, g (s) 3.9 52.7 43.0 4.1 4.1 <br />Actuated g/C Ratio 0.05 0.72 0.59 0.06 0.06 <br />Clearance Time (s)5.8 5.8 5.8 5.8 5.8 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph)97 1391 1104 102 92 <br />v/s Ratio Prot 0.00 c0.50 0.13 c0.02 <br />v/s Ratio Perm 0.00 <br />v/c Ratio 0.08 0.69 0.22 0.35 0.00 <br />Uniform Delay, d1 32.8 5.6 7.0 33.1 32.5 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 0.4 1.4 0.1 2.1 0.0 <br />Delay (s)33.2 7.0 7.1 35.2 32.5 <br />Level of Service C A A D C <br />Approach Delay (s)7.2 7.1 34.9 <br />Approach LOS A A C <br />Intersection Summary <br />HCM 2000 Control Delay 8.1 HCM 2000 Level of Service A <br />HCM 2000 Volume to Capacity ratio 0.70 <br />Actuated Cycle Length (s) 72.9 Sum of lost time (s)19.4 <br />Intersection Capacity Utilization 60.1% ICU Level of Service B <br />Analysis Period (min)15 <br />c Critical Lane Group <br />t