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HCM Signalized Intersection Capacity Analysis Buildout No Project PM <br />12: Valley Ave & Busch Rd <br />Synchro 11 Report <br />Page 11 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph) 470 1270 830 170 460 610 <br />Future Volume (vph) 470 1270 830 170 460 610 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 0.97 0.95 0.95 0.97 0.91 <br />Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 1.00 0.97 0.94 0.85 <br />Flt Protected 0.95 1.00 1.00 0.97 1.00 <br />Satd. Flow (prot)3433 3539 3440 3309 1441 <br />Flt Permitted 0.95 1.00 1.00 0.97 1.00 <br />Satd. Flow (perm)3433 3539 3440 3309 1441 <br />Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 <br />Adj. Flow (vph) 505 1366 892 183 495 656 <br />RTOR Reduction (vph) 0 0 22 0 114 262 <br />Lane Group Flow (vph) 505 1366 1053 0 670 105 <br />Confl. Peds. (#/hr)3 <br />Confl. Bikes (#/hr)1 <br />Turn Type Prot NA NA Prot Perm <br />Protected Phases 1 9 6 2 4 <br />Permitted Phases 4 <br />Actuated Green, G (s) 13.2 53.0 31.8 16.8 16.8 <br />Effective Green, g (s) 13.2 54.3 33.1 17.7 17.7 <br />Actuated g/C Ratio 0.16 0.68 0.41 0.22 0.22 <br />Clearance Time (s)5.3 5.3 4.9 4.9 <br />Vehicle Extension (s)3.0 3.0 2.0 2.0 <br />Lane Grp Cap (vph) 566 2402 1423 732 318 <br />v/s Ratio Prot c0.15 0.39 c0.31 c0.20 <br />v/s Ratio Perm 0.07 <br />v/c Ratio 0.89 0.57 0.74 0.92 0.33 <br />Uniform Delay, d1 32.7 6.7 19.8 30.4 26.2 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 16.2 1.0 3.5 15.8 0.2 <br />Delay (s)48.9 7.7 23.3 46.2 26.4 <br />Level of Service D A C D C <br />Approach Delay (s)18.8 23.3 39.9 <br />Approach LOS B C D <br />Intersection Summary <br />HCM 2000 Control Delay 25.9 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.82 <br />Actuated Cycle Length (s) 80.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 71.4% ICU Level of Service C <br />Analysis Period (min)15 <br />c Critical Lane Group