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HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM <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) 190 40 100 120 70 100 30 500 30 40 600 120 <br />Future Volume (vph) 190 40 100 120 70 100 30 500 30 40 600 120 <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 0.99 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 0.91 1.00 0.85 1.00 0.99 1.00 0.98 <br />Flt Protected 0.95 0.99 0.97 1.00 0.95 1.00 0.95 1.00 <br />Satd. Flow (prot)1429 1337 1535 1328 1770 3504 1767 1810 <br />Flt Permitted 0.95 0.99 0.97 1.00 0.10 1.00 0.38 1.00 <br />Satd. Flow (perm)1429 1337 1535 1328 195 3504 704 1810 <br />Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph) 211 44 111 133 78 111 33 556 33 44 667 133 <br />RTOR Reduction (vph) 0 78 0 0 0 93 040070 <br />Lane Group Flow (vph) 190 98 0 0 211 18 33 585 0 44 793 0 <br />Confl. Peds. (#/hr)9 2 2 <br />Confl. Bikes (#/hr) 1 4 2 <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) 15.3 15.3 13.0 13.0 37.4 37.4 37.4 37.4 <br />Effective Green, g (s) 15.9 15.9 13.2 13.2 38.3 38.3 38.3 38.3 <br />Actuated g/C Ratio 0.20 0.20 0.17 0.17 0.48 0.48 0.48 0.48 <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) 286 267 255 220 94 1690 339 873 <br />v/s Ratio Prot c0.13 0.07 c0.14 0.17 c0.44 <br />v/s Ratio Perm 0.01 0.17 0.06 <br />v/c Ratio 0.66 0.37 0.83 0.08 0.35 0.35 0.13 0.91 <br />Uniform Delay, d1 29.3 27.4 32.0 28.0 12.8 12.8 11.3 18.9 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 4.5 0.3 18.5 0.1 2.3 0.1 0.2 13.0 <br />Delay (s)33.7 27.7 50.5 28.0 15.1 12.9 11.5 31.9 <br />Level of Service C C D C B B B C <br />Approach Delay (s)30.9 42.7 13.0 30.9 <br />Approach LOS C D B C <br />Intersection Summary <br />HCM 2000 Control Delay 27.5 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.83 <br />Actuated Cycle Length (s) 79.4 Sum of lost time (s)12.0 <br />Intersection Capacity Utilization 72.0% ICU Level of Service C <br />Analysis Period (min) 15 <br />c Critical Lane Group