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HCM Signalized Intersection Capacity Analysis Approved 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) 760 950 710 70 40 200 <br />Future Volume (vph) 760 950 710 70 40 200 <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 0.99 0.89 0.85 <br />Flt Protected 0.95 1.00 1.00 0.99 1.00 <br />Satd. Flow (prot)3433 3539 3487 3181 1441 <br />Flt Permitted 0.95 1.00 1.00 0.99 1.00 <br />Satd. Flow (perm)3433 3539 3487 3181 1441 <br />Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 <br />Adj. Flow (vph) 817 1022 763 75 43 215 <br />RTOR Reduction (vph)0060101100 <br />Lane Group Flow (vph) 817 1022 832 0 50 7 <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) 30.3 103.0 64.7 6.8 6.8 <br />Effective Green, g (s) 30.3 104.3 66.0 7.7 7.7 <br />Actuated g/C Ratio 0.25 0.87 0.55 0.06 0.06 <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) 866 3075 1917 204 92 <br />v/s Ratio Prot c0.24 0.29 c0.24 c0.02 <br />v/s Ratio Perm 0.00 <br />v/c Ratio 0.94 0.33 0.43 0.24 0.07 <br />Uniform Delay, d1 44.0 1.4 16.0 53.4 52.8 <br />Progression Factor 1.21 0.59 0.99 1.00 1.00 <br />Incremental Delay, d2 16.3 0.2 0.7 0.2 0.1 <br />Delay (s)69.6 1.1 16.5 53.6 52.9 <br />Level of Service E A B D D <br />Approach Delay (s)31.5 16.5 53.3 <br />Approach LOS C B D <br />Intersection Summary <br />HCM 2000 Control Delay 29.1 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.57 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 60.0% ICU Level of Service B <br />Analysis Period (min)15 <br />c Critical Lane Group