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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 09/11/2019 Cumulative + Project Synchro 11 Report <br />TJKM Page 1 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph)1 397 500 23 60 9 <br />Future Volume (vph)1 397 500 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 1913 1829 1636 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1829 1925 1913 1829 1636 <br />Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph) 1 441 556 26 67 10 <br />RTOR Reduction (vph)001009 <br />Lane Group Flow (vph) 1 441 581 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 40.5 34.1 6.8 6.8 <br />Effective Green, g (s) 0.6 40.5 34.1 6.8 6.8 <br />Actuated g/C Ratio 0.01 0.64 0.54 0.11 0.11 <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)17 1233 1032 196 176 <br />v/s Ratio Prot 0.00 c0.23 c0.30 c0.04 <br />v/s Ratio Perm 0.00 <br />v/c Ratio 0.06 0.36 0.56 0.34 0.01 <br />Uniform Delay, d1 31.0 5.3 9.6 26.1 25.2 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 1.5 0.2 0.7 1.0 0.0 <br />Delay (s)32.5 5.5 10.3 27.2 25.2 <br />Level of Service C A B C C <br />Approach Delay (s)5.5 10.3 26.9 <br />Approach LOS A B C <br />Intersection Summary <br />HCM 2000 Control Delay 9.6 HCM 2000 Level of Service A <br />HCM 2000 Volume to Capacity ratio 0.52 <br />Actuated Cycle Length (s) 63.2 Sum of lost time (s)19.4 <br />Intersection Capacity Utilization 41.5% ICU Level of Service A <br />Analysis Period (min)15 <br />c Critical Lane Group <br />t