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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 11:59 pm 09/10/2019 Near Term plus Project Conditions Synchro 11 Report <br />TJKM Page 1 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph)1 392 455 23 60 9 <br />Future Volume (vph)1 392 455 23 60 9 <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 0.99 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)1829 1925 1912 1829 1636 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1829 1925 1912 1829 1636 <br />Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph) 1 436 506 26 67 10 <br />RTOR Reduction (vph)001009 <br />Lane Group Flow (vph) 1 436 531 0 67 1 <br />Turn Type Prot NA NA Prot Perm <br />Protected Phases 1 6 2 8 <br />Permitted Phases 8 <br />Actuated Green, G (s) 0.6 39.6 33.2 4.8 4.8 <br />Effective Green, g (s) 0.6 39.6 33.2 4.8 4.8 <br />Actuated g/C Ratio 0.01 0.66 0.55 0.08 0.08 <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)18 1264 1052 145 130 <br />v/s Ratio Prot 0.00 c0.23 c0.28 c0.04 <br />v/s Ratio Perm 0.00 <br />v/c Ratio 0.06 0.34 0.50 0.46 0.01 <br />Uniform Delay, d1 29.6 4.6 8.4 26.5 25.6 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 1.3 0.2 0.4 2.3 0.0 <br />Delay (s)30.9 4.8 8.8 28.8 25.6 <br />Level of Service C A A C C <br />Approach Delay (s)4.8 8.8 28.4 <br />Approach LOS A A C <br />Intersection Summary <br />HCM 2000 Control Delay 8.6 HCM 2000 Level of Service A <br />HCM 2000 Volume to Capacity ratio 0.49 <br />Actuated Cycle Length (s) 60.3 Sum of lost time (s)19.4 <br />Intersection Capacity Utilization 39.2% ICU Level of Service A <br />Analysis Period (min)15 <br />c Critical Lane Group <br />t