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HCM Signalized Intersection Capacity Analysis Approved No Project AM <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) 190 580 1510 90 120 390 <br />Future Volume (vph) 190 580 1510 90 120 390 <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 0.91 0.85 <br />Flt Protected 0.95 1.00 1.00 0.98 1.00 <br />Satd. Flow (prot)3433 3539 3499 3068 1441 <br />Flt Permitted 0.95 1.00 1.00 0.98 1.00 <br />Satd. Flow (perm)3433 3539 3499 3068 1441 <br />Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 <br />Adj. Flow (vph) 202 617 1606 96 128 415 <br />RTOR Reduction (vph)0060189188 <br />Lane Group Flow (vph) 202 617 1696 0 147 19 <br />Confl. Peds. (#/hr)2 <br />Heavy Vehicles (%)2% 2% 2% 6% 15% 2% <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) 10.0 53.6 35.6 5.4 5.4 <br />Effective Green, g (s) 10.0 54.9 36.9 6.3 6.3 <br />Actuated g/C Ratio 0.14 0.79 0.53 0.09 0.09 <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) 496 2807 1865 279 131 <br />v/s Ratio Prot c0.06 0.17 c0.48 c0.05 <br />v/s Ratio Perm 0.01 <br />v/c Ratio 0.41 0.22 0.91 0.53 0.14 <br />Uniform Delay, d1 26.9 1.8 14.6 30.0 29.0 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 0.4 0.0 6.9 0.8 0.2 <br />Delay (s)27.3 1.8 21.6 30.9 29.2 <br />Level of Service C A C C C <br />Approach Delay (s)8.1 21.6 30.2 <br />Approach LOS A C C <br />Intersection Summary <br />HCM 2000 Control Delay 19.5 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio 0.77 <br />Actuated Cycle Length (s) 69.2 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 67.6% ICU Level of Service C <br />Analysis Period (min)15 <br />c Critical Lane Group