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HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM <br />12: Valley Ave & Busch Rd <br />Synchro 11 Report <br />Page 12 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph) 610 1190 740 90 90 800 <br />Future Volume (vph) 610 1190 740 90 90 800 <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 0.98 0.88 0.85 <br />Flt Protected 0.95 1.00 1.00 0.99 1.00 <br />Satd. Flow (prot)3433 3539 3476 3143 1441 <br />Flt Permitted 0.95 1.00 1.00 0.99 1.00 <br />Satd. Flow (perm)3433 3539 3476 3143 1441 <br />Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 <br />Adj. Flow (vph) 656 1280 796 97 97 860 <br />RTOR Reduction (vph) 0 0 13 0 315 315 <br />Lane Group Flow (vph) 656 1280 880 0 212 115 <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) 16.5 55.2 30.7 9.6 9.6 <br />Effective Green, g (s) 16.5 56.5 32.0 10.5 10.5 <br />Actuated g/C Ratio 0.22 0.75 0.43 0.14 0.14 <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) 755 2666 1483 440 201 <br />v/s Ratio Prot c0.19 0.36 c0.25 0.07 <br />v/s Ratio Perm c0.08 <br />v/c Ratio 0.87 0.48 0.59 0.48 0.57 <br />Uniform Delay, d1 28.2 3.6 16.5 29.7 30.2 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 10.3 0.6 1.8 0.3 2.4 <br />Delay (s)38.5 4.2 18.3 30.0 32.6 <br />Level of Service D A B C C <br />Approach Delay (s)15.8 18.3 31.2 <br />Approach LOS B B C <br />Intersection Summary <br />HCM 2000 Control Delay 20.3 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.67 <br />Actuated Cycle Length (s) 75.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 63.9% ICU Level of Service B <br />Analysis Period (min)15 <br />c Critical Lane Group