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HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM <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) 620 560 1370 70 100 670 <br />Future Volume (vph) 620 560 1370 70 100 670 <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 0.88 0.85 <br />Flt Protected 0.95 1.00 1.00 0.99 1.00 <br />Satd. Flow (prot)3433 3539 3505 3070 1441 <br />Flt Permitted 0.95 1.00 1.00 0.99 1.00 <br />Satd. Flow (perm)3433 3539 3505 3070 1441 <br />Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 <br />Adj. Flow (vph) 660 596 1457 74 106 713 <br />RTOR Reduction (vph)0040293293 <br />Lane Group Flow (vph) 660 596 1528 0 170 63 <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) 21.3 75.7 46.4 9.5 9.5 <br />Effective Green, g (s) 21.3 77.0 47.7 10.4 10.4 <br />Actuated g/C Ratio 0.22 0.81 0.50 0.11 0.11 <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) 766 2856 1752 334 157 <br />v/s Ratio Prot c0.19 0.17 c0.44 c0.06 <br />v/s Ratio Perm 0.04 <br />v/c Ratio 0.86 0.21 0.87 0.51 0.40 <br />Uniform Delay, d1 35.6 2.1 21.1 40.1 39.6 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 9.7 0.0 5.1 0.4 0.6 <br />Delay (s)45.4 2.2 26.2 40.5 40.2 <br />Level of Service D A C D D <br />Approach Delay (s)24.9 26.2 40.4 <br />Approach LOS C C D <br />Intersection Summary <br />HCM 2000 Control Delay 29.0 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.82 <br />Actuated Cycle Length (s) 95.4 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 77.7% ICU Level of Service D <br />Analysis Period (min)15 <br />c Critical Lane Group