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HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM <br />7: Bernal Ave & Vineyard Ave/Tawny Dr <br />Synchro 11 Report <br />Page 7 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 150 70 40 50 40 100 50 850 60 100 640 180 <br />Future Volume (vph) 150 70 40 50 40 100 50 850 60 100 640 180 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.95 1.00 1.00 <br />Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 0.95 1.00 0.85 1.00 0.99 1.00 0.97 <br />Flt Protected 0.95 0.99 0.97 1.00 0.95 1.00 0.95 1.00 <br />Satd. Flow (prot)1429 1411 1540 1346 1770 3497 1767 1793 <br />Flt Permitted 0.95 0.99 0.97 1.00 0.12 1.00 0.23 1.00 <br />Satd. Flow (perm)1429 1411 1540 1346 221 3497 433 1793 <br />Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Adj. Flow (vph) 158 74 42 53 42 105 53 895 63 105 674 189 <br />RTOR Reduction (vph) 0 20 0 0 0 96 0500100 <br />Lane Group Flow (vph) 137 117 0 0 95 9 53 953 0 105 853 0 <br />Confl. Peds. (#/hr)17 4 4 <br />Confl. Bikes (#/hr)3 3 1 <br />Parking (#/hr)10 10 10 10 10 10 <br />Turn Type Split NA Split NA Perm Perm NA Perm NA <br />Protected Phases 4 4 3 3 2 6 <br />Permitted Phases 3 2 6 <br />Actuated Green, G (s) 15.0 15.0 6.6 6.6 41.5 41.5 41.5 41.5 <br />Effective Green, g (s) 15.6 15.6 6.8 6.8 42.4 42.4 42.4 42.4 <br />Actuated g/C Ratio 0.20 0.20 0.09 0.09 0.55 0.55 0.55 0.55 <br />Clearance Time (s)4.6 4.6 4.2 4.2 4.9 4.9 4.9 4.9 <br />Vehicle Extension (s) 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph) 290 286 136 119 122 1930 239 989 <br />v/s Ratio Prot c0.10 0.08 c0.06 0.27 c0.48 <br />v/s Ratio Perm 0.01 0.24 0.24 <br />v/c Ratio 0.47 0.41 0.70 0.08 0.43 0.49 0.44 0.86 <br />Uniform Delay, d1 27.0 26.6 34.0 32.1 10.1 10.6 10.2 14.7 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 0.4 0.3 11.9 0.1 2.5 0.2 1.3 7.9 <br />Delay (s)27.4 26.9 45.9 32.2 12.6 10.8 11.5 22.6 <br />Level of Service C C D C B B B C <br />Approach Delay (s)27.2 38.7 10.9 21.4 <br />Approach LOS C D B C <br />Intersection Summary <br />HCM 2000 Control Delay 19.1 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio 0.75 <br />Actuated Cycle Length (s) 76.8 Sum of lost time (s)12.0 <br />Intersection Capacity Utilization 77.9% ICU Level of Service D <br />Analysis Period (min) 15 <br />c Critical Lane Group