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HCM Signalized Intersection Capacity Analysis Approved 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) 310 1270 830 100 100 210 <br />Future Volume (vph) 310 1270 830 100 100 210 <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 0.92 0.85 <br />Flt Protected 0.95 1.00 1.00 0.98 1.00 <br />Satd. Flow (prot)3433 3539 3476 3257 1441 <br />Flt Permitted 0.95 1.00 1.00 0.98 1.00 <br />Satd. Flow (perm)3433 3539 3476 3257 1441 <br />Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 <br />Adj. Flow (vph) 333 1366 892 108 108 226 <br />RTOR Reduction (vph)0060104104 <br />Lane Group Flow (vph) 333 1366 994 0 117 9 <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) 18.1 101.3 75.2 8.5 8.5 <br />Effective Green, g (s) 18.1 102.6 76.5 9.4 9.4 <br />Actuated g/C Ratio 0.15 0.85 0.64 0.08 0.08 <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) 517 3025 2215 255 112 <br />v/s Ratio Prot c0.10 c0.39 0.29 c0.04 <br />v/s Ratio Perm 0.01 <br />v/c Ratio 0.64 0.45 0.45 0.46 0.08 <br />Uniform Delay, d1 47.9 2.1 11.0 52.9 51.3 <br />Progression Factor 0.98 0.43 1.26 1.00 1.00 <br />Incremental Delay, d2 2.0 0.4 0.6 0.5 0.1 <br />Delay (s)49.0 1.3 14.5 53.3 51.4 <br />Level of Service D A B D D <br />Approach Delay (s)10.6 14.5 52.7 <br />Approach LOS B B D <br />Intersection Summary <br />HCM 2000 Control Delay 16.5 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio 0.50 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 50.1% ICU Level of Service A <br />Analysis Period (min)15 <br />c Critical Lane Group