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HCM Signalized Intersection Capacity Analysis Approved 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) 220 510 1200 60 100 670 <br />Future Volume (vph) 220 510 1200 60 100 670 <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) 234 543 1277 64 106 713 <br />RTOR Reduction (vph)0060235235 <br />Lane Group Flow (vph) 234 543 1335 0 228 121 <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 45.8 27.8 7.0 7.0 <br />Effective Green, g (s) 10.0 47.1 29.1 7.9 7.9 <br />Actuated g/C Ratio 0.16 0.75 0.46 0.13 0.13 <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) 544 2645 1618 384 180 <br />v/s Ratio Prot c0.07 0.15 c0.38 0.07 <br />v/s Ratio Perm c0.08 <br />v/c Ratio 0.43 0.21 0.83 0.59 0.67 <br />Uniform Delay, d1 23.9 2.4 14.7 26.0 26.3 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 0.4 0.0 3.6 1.6 7.5 <br />Delay (s)24.3 2.4 18.3 27.7 33.8 <br />Level of Service C A B C C <br />Approach Delay (s)9.0 18.3 30.3 <br />Approach LOS A B C <br />Intersection Summary <br />HCM 2000 Control Delay 19.2 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio 0.71 <br />Actuated Cycle Length (s) 63.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 69.4% ICU Level of Service C <br />Analysis Period (min)15 <br />c Critical Lane Group